ANSYS Mechanical *------------------------------------------------------------------* | | | W E L C O M E T O T H E A N S Y S (R) P R O G R A M | | | *------------------------------------------------------------------* *************************************************************** * ANSYS 14.0 LEGAL NOTICES * *************************************************************** * * * Copyright 2011 SAS IP, Inc. 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The software products and documentation may be * * used, disclosed, transferred, or copied only in accordance * * with the terms and conditions of that software license * * agreement. * * * * ANSYS, Inc. is a UL registered * * ISO 9001:2008 company. * * * *************************************************************** * * * This product is subject to U.S. laws governing export and * * re-export. * * * * For U.S. Government users, except as specifically granted * * by the ANSYS, Inc. software license agreement, the use, * * duplication, or disclosure by the United States Government * * is subject to restrictions stated in the ANSYS, Inc. * * software license agreement and FAR 12.212 (for non-DOD * * licenses). * * * *************************************************************** ***** ANSYS COMMAND LINE ARGUMENTS ***** BATCH MODE REQUESTED (-b) = LIST INPUT FILE COPY MODE (-c) = COPY 2 PARALLEL CPUS REQUESTED GRAPHICAL ENTRY = NO 00216098 VERSION=WINDOWS x64 RELEASE= 14.0 UP20111024 CURRENT JOBNAME=file 15:55:27 JUN 04, 2014 CP= 1.326 1 !------------------------------------ 2 ! 24L 3 ! Streckziehen mit Kontakt, 2D, Bsp. 4 ! Einheiten: mm, s, t, N 5 !------------------------------------ 6 7 ! Leeren der DB 8 finish 9 /clear, start 10 /filename, Coilband_Shell_2D_1-2 11 /titel, Coilwickeln 12 13 ! Starten des Preprocessors 14 /prep7 15 16 !------------------------------------ 17 18 ! Geometrie 19 c_Hoehe = 20.0 20 c_Radius = 1015.0 21 c_Dicke = 5.0 22 Epy = 0.1 23 24 ! Material 25 Emodul = 210000 26 Nu = 0.3 27 Mu = 0.15 28 29 ! Netz 30 Elgr = 5 31 32 ! Verschiebung 33 NLS = 90 !Zahl der gesamten Schritte (entspricht Gradzahl der Verschiebungsrichtung, sollte fuer volle Aufwicklung 90 betragen 34 SNLS = 7 !Zahl der letzten Schritte von NLS die langsamer ablaufen sollen (Kontaktinitialisierung) 35 CNI = 20 !Faktor um den die letzten Schritte langsamer laufen sollen. Bsp: Faktor 10 erzeugt bei SNLS = 6 insgesamt 60 weitere Schritte 36 37 ! Solver Options 38 Fas = 1 39 Uto = 0.01 40 Toa = 0.5 41 42 !------------------------------------ 43 44 /prep7 45 46 ! Geometrie 47 k, 1, 0, 0, 0 !Keypoint Kreismitte 48 k, 2, 0, -c_Radius, 0 !Keypont Kreisanfang 49 circle, 1, c_Radius, , 2, 180, 90 !Halbkreis ziehen 50 51 Laenge = c_Radius*3.142 !Laenge des umwickelnden Bandendes bestimmen 52 rectng, 0, Laenge, c_Radius+EPY, c_Radius+EPY+c_Hoehe !Bandende ueber Coil erzeugen 53 r, 1, c_Dicke !Real-Konstante c_Dicke an Rechteck uebergeben 54 55 ! Elemente 56 et, 1, plane42 !2D-Shell-Element 57 keyopt, 1, 3, 3 ! 58 et, 2, targe169 !Target-Element 59 et, 3, conta171 !Contact-Element 60 keyopt, 3, 9, 2 61 62 ! Material 63 mp, ex, 1, Emodul !Materialeigenschaften fuer Coilende uebergeben 64 mp, prxy, Nu 65 mp, mu, 1, Mu 66 tb, MISO, 1, 1, 33 67 tbpt, ,0.001, 210 68 tbpt, , 0.002, 420 69 tbpt, , 0.0068, 668.253 70 tbpt, , 0.0116, 671.4451 71 tbpt, , 0.0148, 675.0682 72 tbpt, , 0.0173, 677.3458 73 tbpt, , 0.0216, 680.0621 74 tbpt, , 0.0263, 691.1598 75 tbpt, , 0.03, 700.5659 76 tbpt, , 0.0333, 708.0798 77 tbpt, , 0.0367, 715.4066 78 tbpt, , 0.0401, 722.3006 79 tbpt, , 0.0435, 728.8314 80 tbpt, , 0.0469, 734.9436 81 tbpt, , 0.0497, 739.8863 82 tbpt, , 0.0532, 745.4231 83 tbpt, , 0.0567, 750.43 84 tbpt, , 0.0601, 755.3938 85 tbpt, , 0.0636, 759.9267 86 tbpt, , 0.0671, 764.3084 87 tbpt, , 0.0706, 768.3974 88 tbpt, , 0.0742, 772.2248 89 tbpt, , 0.0777, 775.829 90 tbpt, , 0.1777, 849.468 91 tbpt, , 0.2777, 891.5382 92 tbpt, , 0.3777, 921.6856 93 tbpt, , 0.4777, 945.3718 94 tbpt, , 0.5777, 964.9699 95 tbpt, , 0.6777, 981.7353 96 tbpt, , 0.7777, 996.4155 97 tbpt, , 0.8777, 1009.4932 98 tbpt, , 0.9777, 1021.2988 99 tbpt, , 1.0777, 1032.0689 100 101 ! Netz Blech 102 type, 1 103 mat, 1 104 real, 1 105 esize, Elgr 106 amesh, all 107 108 ! Benennen der Randknoten 109 nsel, s, loc, x, Laenge 110 *get, AO, node, 0, count !Zahl der Knoten an der rechten, vertikalen Kante des Coilendes bestimmen 111 alls 112 *do, i, 1, AO, 1 !Schleife zum Durchlaufen aller Knoten an der Kante des Coilendes 113 hw1=c_Radius+Epy !Unteres Ende des Coilende-Rechtecks 114 N%i% = node(Laenge, hw1+(i-1)*c_Hoehe/(AO-1), , ) !Knoten an der rechten Kante einzeln von N1..Ni benennen 115 *enddo 116 117 ! Netz Target Stempel 118 type, 2 119 real, 4 120 csys,1 121 lsel, s, loc, x, c_radius 122 lmesh, all 123 csys,0 124 alls 125 126 ! Netz Contact Blech 127 type, 3 128 real, 4 129 lsel, s, loc, y, c_Radius+ Epy 130 nsll, s, 1 131 esurf 132 alls 133 134 !------------------------------------ 135 136 finish 137 /solu 138 139 ! Option für den Solver 140 antype, static, new 141 nlgeom, on 142 *if, FAS, eq,1,then 143 nrop, full, , on 144 cnvtol, u, UTO, TOA, 0 145 *endif 146 147 ! Lösen 148 *do, i, 0, NLS-SNLS+SNLS*CNI 149 time = 1 150 nsel, s, node, , N1 !untersten Knoten rechte Kante auswaehlen 151 152 *if, i, GT, NLS-SNLS, then 153 d, all, uy, -2*c_Radius*sin(3.14159265359/180*(NLS-SNLS+(i-NLS+SNLS)/CNI)) 154 d, all, ux, -Laenge*(1-cos(3.14159265359/180*(NLS-SNLS+(i-NLS+SNLS)/CNI))) 155 *else 156 d, all, uy, -2*c_Radius*sin(3.14159265359/180*i) 157 d, all, ux, -Laenge*(1-cos(3.14159265359/180*i)) 158 *endif 159 160 alls 161 esel, s, type, , 1 162 nsle, s 163 nsel, r, loc, x, 0 164 d, all, ux, 0 165 d, all, uy, 0 166 alls 167 solve 168 *enddo 169 finish RUN SETUP PROCEDURE FROM FILE= C:\Program Files\ANSYS Inc\v140\ANSYS\apdl\start140.ans /INPUT FILE= C:\Program Files\ANSYS Inc\v140\ANSYS\apdl\start140.ans LINE= 0 CLEAR DATABASE AND RERUN START.ANS RUN SETUP PROCEDURE FROM FILE= C:\Program Files\ANSYS Inc\v140\ANSYS\apdl\start140.ans ANSYS Mechanical /INPUT FILE= C:\Program Files\ANSYS Inc\v140\ANSYS\apdl\start140.ans LINE= 0 CURRENT JOBNAME REDEFINED AS Coilband_Shell_2D_1-2 TITLE= Coilwickeln 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:55:28 JUN 04, 2014 CP= 1.373 Coilwickeln ***** ANSYS ANALYSIS DEFINITION (PREP7) ***** PARAMETER C_HOEHE = 20.00000000 PARAMETER C_RADIUS = 1015.000000 PARAMETER C_DICKE = 5.000000000 PARAMETER EPY = 0.1000000000 PARAMETER EMODUL = 210000.0000 PARAMETER NU = 0.3000000000 PARAMETER MU = 0.1500000000 PARAMETER ELGR = 5.000000000 PARAMETER NLS = 90.00000000 PARAMETER SNLS = 7.000000000 PARAMETER CNI = 20.00000000 PARAMETER FAS = 1.000000000 PARAMETER UTO = 0.1000000000E-01 PARAMETER TOA = 0.5000000000 You have already entered the general preprocessor (PREP7). KEYPOINT 1 X,Y,Z= 0.00000 0.00000 0.00000 IN CSYS= 0 KEYPOINT 2 X,Y,Z= 0.00000 -1015.00 0.00000 IN CSYS= 0 CREATE CIRCLE CENTERED ON KEYPOINT 1 RADIUS = 1015. AXIS KEYPOINT = 0 X AXIS KEYPOINT = 2 ARC = 180. NUMBER OF LINES = 90 LINE NO.= 1 KP1= 3 TAN1= -1.0000 0.0000 0.0000 KP2= 4 TAN2= 0.9994 0.0349 0.0000 LINE NO.= 2 KP1= 4 TAN1= -0.9994 -0.0349 0.0000 KP2= 5 TAN2= 0.9976 0.0698 0.0000 LINE NO.= 3 KP1= 5 TAN1= -0.9976 -0.0698 0.0000 KP2= 6 TAN2= 0.9945 0.1045 0.0000 LINE NO.= 4 KP1= 6 TAN1= -0.9945 -0.1045 0.0000 KP2= 7 TAN2= 0.9903 0.1392 0.0000 LINE NO.= 5 KP1= 7 TAN1= -0.9903 -0.1392 0.0000 KP2= 8 TAN2= 0.9848 0.1736 0.0000 LINE NO.= 6 KP1= 8 TAN1= -0.9848 -0.1736 0.0000 KP2= 9 TAN2= 0.9781 0.2079 0.0000 LINE NO.= 7 KP1= 9 TAN1= -0.9781 -0.2079 0.0000 KP2= 10 TAN2= 0.9703 0.2419 0.0000 LINE NO.= 8 KP1= 10 TAN1= -0.9703 -0.2419 0.0000 KP2= 11 TAN2= 0.9613 0.2756 0.0000 LINE NO.= 9 KP1= 11 TAN1= -0.9613 -0.2756 0.0000 KP2= 12 TAN2= 0.9511 0.3090 0.0000 LINE NO.= 10 KP1= 12 TAN1= -0.9511 -0.3090 0.0000 KP2= 13 TAN2= 0.9397 0.3420 0.0000 LINE NO.= 11 KP1= 13 TAN1= -0.9397 -0.3420 0.0000 KP2= 14 TAN2= 0.9272 0.3746 0.0000 LINE NO.= 12 KP1= 14 TAN1= -0.9272 -0.3746 0.0000 KP2= 15 TAN2= 0.9135 0.4067 0.0000 LINE NO.= 13 KP1= 15 TAN1= -0.9135 -0.4067 0.0000 KP2= 16 TAN2= 0.8988 0.4384 0.0000 LINE NO.= 14 KP1= 16 TAN1= -0.8988 -0.4384 0.0000 KP2= 17 TAN2= 0.8829 0.4695 0.0000 LINE NO.= 15 KP1= 17 TAN1= -0.8829 -0.4695 0.0000 KP2= 18 TAN2= 0.8660 0.5000 0.0000 LINE NO.= 16 KP1= 18 TAN1= -0.8660 -0.5000 0.0000 KP2= 19 TAN2= 0.8480 0.5299 0.0000 LINE NO.= 17 KP1= 19 TAN1= -0.8480 -0.5299 0.0000 KP2= 20 TAN2= 0.8290 0.5592 0.0000 LINE NO.= 18 KP1= 20 TAN1= -0.8290 -0.5592 0.0000 KP2= 21 TAN2= 0.8090 0.5878 0.0000 LINE NO.= 19 KP1= 21 TAN1= -0.8090 -0.5878 0.0000 KP2= 22 TAN2= 0.7880 0.6157 0.0000 LINE NO.= 20 KP1= 22 TAN1= -0.7880 -0.6157 0.0000 KP2= 23 TAN2= 0.7660 0.6428 0.0000 LINE NO.= 21 KP1= 23 TAN1= -0.7660 -0.6428 0.0000 KP2= 24 TAN2= 0.7431 0.6691 0.0000 LINE NO.= 22 KP1= 24 TAN1= -0.7431 -0.6691 0.0000 KP2= 25 TAN2= 0.7193 0.6947 0.0000 LINE NO.= 23 KP1= 25 TAN1= -0.7193 -0.6947 0.0000 KP2= 26 TAN2= 0.6947 0.7193 0.0000 LINE NO.= 24 KP1= 26 TAN1= -0.6947 -0.7193 0.0000 KP2= 27 TAN2= 0.6691 0.7431 0.0000 LINE NO.= 25 KP1= 27 TAN1= -0.6691 -0.7431 0.0000 KP2= 28 TAN2= 0.6428 0.7660 0.0000 LINE NO.= 26 KP1= 28 TAN1= -0.6428 -0.7660 0.0000 KP2= 29 TAN2= 0.6157 0.7880 0.0000 LINE NO.= 27 KP1= 29 TAN1= -0.6157 -0.7880 0.0000 KP2= 30 TAN2= 0.5878 0.8090 0.0000 LINE NO.= 28 KP1= 30 TAN1= -0.5878 -0.8090 0.0000 KP2= 31 TAN2= 0.5592 0.8290 0.0000 LINE NO.= 29 KP1= 31 TAN1= -0.5592 -0.8290 0.0000 KP2= 32 TAN2= 0.5299 0.8480 0.0000 LINE NO.= 30 KP1= 32 TAN1= -0.5299 -0.8480 0.0000 KP2= 33 TAN2= 0.5000 0.8660 0.0000 LINE NO.= 31 KP1= 33 TAN1= -0.5000 -0.8660 0.0000 KP2= 34 TAN2= 0.4695 0.8829 0.0000 LINE NO.= 32 KP1= 34 TAN1= -0.4695 -0.8829 0.0000 KP2= 35 TAN2= 0.4384 0.8988 0.0000 LINE NO.= 33 KP1= 35 TAN1= -0.4384 -0.8988 0.0000 KP2= 36 TAN2= 0.4067 0.9135 0.0000 LINE NO.= 34 KP1= 36 TAN1= -0.4067 -0.9135 0.0000 KP2= 37 TAN2= 0.3746 0.9272 0.0000 LINE NO.= 35 KP1= 37 TAN1= -0.3746 -0.9272 0.0000 KP2= 38 TAN2= 0.3420 0.9397 0.0000 LINE NO.= 36 KP1= 38 TAN1= -0.3420 -0.9397 0.0000 KP2= 39 TAN2= 0.3090 0.9511 0.0000 LINE NO.= 37 KP1= 39 TAN1= -0.3090 -0.9511 0.0000 KP2= 40 TAN2= 0.2756 0.9613 0.0000 LINE NO.= 38 KP1= 40 TAN1= -0.2756 -0.9613 0.0000 KP2= 41 TAN2= 0.2419 0.9703 0.0000 LINE NO.= 39 KP1= 41 TAN1= -0.2419 -0.9703 0.0000 KP2= 42 TAN2= 0.2079 0.9781 0.0000 LINE NO.= 40 KP1= 42 TAN1= -0.2079 -0.9781 0.0000 KP2= 43 TAN2= 0.1736 0.9848 0.0000 LINE NO.= 41 KP1= 43 TAN1= -0.1736 -0.9848 0.0000 KP2= 44 TAN2= 0.1392 0.9903 0.0000 LINE NO.= 42 KP1= 44 TAN1= -0.1392 -0.9903 0.0000 KP2= 45 TAN2= 0.1045 0.9945 0.0000 LINE NO.= 43 KP1= 45 TAN1= -0.1045 -0.9945 0.0000 KP2= 46 TAN2= 0.0698 0.9976 0.0000 LINE NO.= 44 KP1= 46 TAN1= -0.0698 -0.9976 0.0000 KP2= 47 TAN2= 0.0349 0.9994 0.0000 LINE NO.= 45 KP1= 47 TAN1= -0.0349 -0.9994 0.0000 KP2= 48 TAN2= 0.0000 1.0000 0.0000 LINE NO.= 46 KP1= 48 TAN1= 0.0000 -1.0000 0.0000 KP2= 49 TAN2= -0.0349 0.9994 0.0000 LINE NO.= 47 KP1= 49 TAN1= 0.0349 -0.9994 0.0000 KP2= 50 TAN2= -0.0698 0.9976 0.0000 LINE NO.= 48 KP1= 50 TAN1= 0.0698 -0.9976 0.0000 KP2= 51 TAN2= -0.1045 0.9945 0.0000 LINE NO.= 49 KP1= 51 TAN1= 0.1045 -0.9945 0.0000 KP2= 52 TAN2= -0.1392 0.9903 0.0000 LINE NO.= 50 KP1= 52 TAN1= 0.1392 -0.9903 0.0000 KP2= 53 TAN2= -0.1736 0.9848 0.0000 LINE NO.= 51 KP1= 53 TAN1= 0.1736 -0.9848 0.0000 KP2= 54 TAN2= -0.2079 0.9781 0.0000 LINE NO.= 52 KP1= 54 TAN1= 0.2079 -0.9781 0.0000 KP2= 55 TAN2= -0.2419 0.9703 0.0000 LINE NO.= 53 KP1= 55 TAN1= 0.2419 -0.9703 0.0000 KP2= 56 TAN2= -0.2756 0.9613 0.0000 LINE NO.= 54 KP1= 56 TAN1= 0.2756 -0.9613 0.0000 KP2= 57 TAN2= -0.3090 0.9511 0.0000 LINE NO.= 55 KP1= 57 TAN1= 0.3090 -0.9511 0.0000 KP2= 58 TAN2= -0.3420 0.9397 0.0000 LINE NO.= 56 KP1= 58 TAN1= 0.3420 -0.9397 0.0000 KP2= 59 TAN2= -0.3746 0.9272 0.0000 LINE NO.= 57 KP1= 59 TAN1= 0.3746 -0.9272 0.0000 KP2= 60 TAN2= -0.4067 0.9135 0.0000 LINE NO.= 58 KP1= 60 TAN1= 0.4067 -0.9135 0.0000 KP2= 61 TAN2= -0.4384 0.8988 0.0000 LINE NO.= 59 KP1= 61 TAN1= 0.4384 -0.8988 0.0000 KP2= 62 TAN2= -0.4695 0.8829 0.0000 LINE NO.= 60 KP1= 62 TAN1= 0.4695 -0.8829 0.0000 KP2= 63 TAN2= -0.5000 0.8660 0.0000 LINE NO.= 61 KP1= 63 TAN1= 0.5000 -0.8660 0.0000 KP2= 64 TAN2= -0.5299 0.8480 0.0000 LINE NO.= 62 KP1= 64 TAN1= 0.5299 -0.8480 0.0000 KP2= 65 TAN2= -0.5592 0.8290 0.0000 LINE NO.= 63 KP1= 65 TAN1= 0.5592 -0.8290 0.0000 KP2= 66 TAN2= -0.5878 0.8090 0.0000 LINE NO.= 64 KP1= 66 TAN1= 0.5878 -0.8090 0.0000 KP2= 67 TAN2= -0.6157 0.7880 0.0000 LINE NO.= 65 KP1= 67 TAN1= 0.6157 -0.7880 0.0000 KP2= 68 TAN2= -0.6428 0.7660 0.0000 LINE NO.= 66 KP1= 68 TAN1= 0.6428 -0.7660 0.0000 KP2= 69 TAN2= -0.6691 0.7431 0.0000 LINE NO.= 67 KP1= 69 TAN1= 0.6691 -0.7431 0.0000 KP2= 70 TAN2= -0.6947 0.7193 0.0000 LINE NO.= 68 KP1= 70 TAN1= 0.6947 -0.7193 0.0000 KP2= 71 TAN2= -0.7193 0.6947 0.0000 LINE NO.= 69 KP1= 71 TAN1= 0.7193 -0.6947 0.0000 KP2= 72 TAN2= -0.7431 0.6691 0.0000 LINE NO.= 70 KP1= 72 TAN1= 0.7431 -0.6691 0.0000 KP2= 73 TAN2= -0.7660 0.6428 0.0000 LINE NO.= 71 KP1= 73 TAN1= 0.7660 -0.6428 0.0000 KP2= 74 TAN2= -0.7880 0.6157 0.0000 LINE NO.= 72 KP1= 74 TAN1= 0.7880 -0.6157 0.0000 KP2= 75 TAN2= -0.8090 0.5878 0.0000 LINE NO.= 73 KP1= 75 TAN1= 0.8090 -0.5878 0.0000 KP2= 76 TAN2= -0.8290 0.5592 0.0000 LINE NO.= 74 KP1= 76 TAN1= 0.8290 -0.5592 0.0000 KP2= 77 TAN2= -0.8480 0.5299 0.0000 LINE NO.= 75 KP1= 77 TAN1= 0.8480 -0.5299 0.0000 KP2= 78 TAN2= -0.8660 0.5000 0.0000 LINE NO.= 76 KP1= 78 TAN1= 0.8660 -0.5000 0.0000 KP2= 79 TAN2= -0.8829 0.4695 0.0000 LINE NO.= 77 KP1= 79 TAN1= 0.8829 -0.4695 0.0000 KP2= 80 TAN2= -0.8988 0.4384 0.0000 LINE NO.= 78 KP1= 80 TAN1= 0.8988 -0.4384 0.0000 KP2= 81 TAN2= -0.9135 0.4067 0.0000 LINE NO.= 79 KP1= 81 TAN1= 0.9135 -0.4067 0.0000 KP2= 82 TAN2= -0.9272 0.3746 0.0000 LINE NO.= 80 KP1= 82 TAN1= 0.9272 -0.3746 0.0000 KP2= 83 TAN2= -0.9397 0.3420 0.0000 LINE NO.= 81 KP1= 83 TAN1= 0.9397 -0.3420 0.0000 KP2= 84 TAN2= -0.9511 0.3090 0.0000 LINE NO.= 82 KP1= 84 TAN1= 0.9511 -0.3090 0.0000 KP2= 85 TAN2= -0.9613 0.2756 0.0000 LINE NO.= 83 KP1= 85 TAN1= 0.9613 -0.2756 0.0000 KP2= 86 TAN2= -0.9703 0.2419 0.0000 LINE NO.= 84 KP1= 86 TAN1= 0.9703 -0.2419 0.0000 KP2= 87 TAN2= -0.9781 0.2079 0.0000 LINE NO.= 85 KP1= 87 TAN1= 0.9781 -0.2079 0.0000 KP2= 88 TAN2= -0.9848 0.1736 0.0000 LINE NO.= 86 KP1= 88 TAN1= 0.9848 -0.1736 0.0000 KP2= 89 TAN2= -0.9903 0.1392 0.0000 LINE NO.= 87 KP1= 89 TAN1= 0.9903 -0.1392 0.0000 KP2= 90 TAN2= -0.9945 0.1045 0.0000 LINE NO.= 88 KP1= 90 TAN1= 0.9945 -0.1045 0.0000 KP2= 91 TAN2= -0.9976 0.0698 0.0000 LINE NO.= 89 KP1= 91 TAN1= 0.9976 -0.0698 0.0000 KP2= 92 TAN2= -0.9994 0.0349 0.0000 LINE NO.= 90 KP1= 92 TAN1= 0.9994 -0.0349 0.0000 KP2= 93 TAN2= -1.0000 0.0000 0.0000 PARAMETER LAENGE = 3189.130000 CREATE A PLANAR RECTANGULAR AREA WITH X-DISTANCES FROM 0.000000000 TO 3189.130000 Y-DISTANCES FROM 1015.100000 TO 1035.100000 OUTPUT AREA = 1 REAL CONSTANT SET 1 ITEMS 1 TO 6 5.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ELEMENT TYPE 1 IS PLANE42 2-D STRUCTURAL SOLID KEYOPT( 1- 6)= 0 0 0 0 0 0 KEYOPT( 7-12)= 0 0 0 0 0 0 KEYOPT(13-18)= 0 0 0 0 0 0 CURRENT NODAL DOF SET IS UX UY TWO-DIMENSIONAL MODEL ELEMENT TYPE 1 IS PLANE42 2-D STRUCTURAL SOLID KEYOPT( 1- 6)= 0 0 3 0 0 0 KEYOPT( 7-12)= 0 0 0 0 0 0 KEYOPT(13-18)= 0 0 0 0 0 0 CURRENT NODAL DOF SET IS UX UY TWO-DIMENSIONAL MODEL ELEMENT TYPE 2 IS TARGE169 2-D TARGET SEGMENT KEYOPT( 1- 6)= 0 0 0 0 0 0 KEYOPT( 7-12)= 0 0 0 0 0 0 KEYOPT(13-18)= 0 0 0 0 0 0 CURRENT NODAL DOF SET IS UX UY TWO-DIMENSIONAL MODEL ELEMENT TYPE 3 IS CONTA171 2D 2-NODE SURF-SURF CONTACT KEYOPT( 1- 6)= 0 0 0 0 0 0 KEYOPT( 7-12)= 0 0 0 0 0 0 KEYOPT(13-18)= 0 0 0 0 0 0 CURRENT NODAL DOF SET IS UX UY TWO-DIMENSIONAL MODEL ELEMENT TYPE 3 IS CONTA171 2D 2-NODE SURF-SURF CONTACT KEYOPT( 1- 6)= 0 0 0 0 0 0 KEYOPT( 7-12)= 0 0 2 0 0 0 KEYOPT(13-18)= 0 0 0 0 0 0 CURRENT NODAL DOF SET IS UX UY TWO-DIMENSIONAL MODEL MATERIAL 1 EX = 210000.0 MATERIAL 1 PRXY = 0.000000 MATERIAL 1 MU = 0.1500000 DEFINE DATA TABLE MISO FOR MATERIAL 1 WITH A MAXIMUM OF 1 TEMPERATURES AND 33 DATA POINTS POINT 1 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.10000E-02 Y= 210.00 POINT 2 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.20000E-02 Y= 420.00 POINT 3 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.68000E-02 Y= 668.25 POINT 4 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.11600E-01 Y= 671.45 POINT 5 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.14800E-01 Y= 675.07 POINT 6 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.17300E-01 Y= 677.35 POINT 7 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.21600E-01 Y= 680.06 POINT 8 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.26300E-01 Y= 691.16 POINT 9 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.30000E-01 Y= 700.57 POINT 10 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.33300E-01 Y= 708.08 POINT 11 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.36700E-01 Y= 715.41 POINT 12 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.40100E-01 Y= 722.30 POINT 13 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.43500E-01 Y= 728.83 POINT 14 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.46900E-01 Y= 734.94 POINT 15 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.49700E-01 Y= 739.89 POINT 16 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.53200E-01 Y= 745.42 POINT 17 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.56700E-01 Y= 750.43 POINT 18 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.60100E-01 Y= 755.39 POINT 19 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.63600E-01 Y= 759.93 POINT 20 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.67100E-01 Y= 764.31 POINT 21 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.70600E-01 Y= 768.40 POINT 22 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.74200E-01 Y= 772.22 POINT 23 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.77700E-01 Y= 775.83 POINT 24 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.17770 Y= 849.47 POINT 25 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.27770 Y= 891.54 POINT 26 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.37770 Y= 921.69 POINT 27 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.47770 Y= 945.37 POINT 28 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.57770 Y= 964.97 POINT 29 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.67770 Y= 981.74 POINT 30 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.77770 Y= 996.42 POINT 31 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.87770 Y= 1009.5 POINT 32 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 0.97770 Y= 1021.3 POINT 33 IS INSERTED IN THE MISO TABLE FOR MATERIAL 1 X= 1.0777 Y= 1032.1 ELEMENT TYPE SET TO 1 MATERIAL NUMBER SET TO 1 REAL CONSTANT NUMBER= 1 DEFAULT ELEMENT DIVISIONS PER LINE BASED ON ELEMENT SIZE = 5.00 GENERATE NODES AND ELEMENTS IN ALL SELECTED AREAS ** AREA 1 MESHED WITH 2552 QUADRILATERALS, 0 TRIANGLES ** NUMBER OF AREAS MESHED = 1 MAXIMUM NODE NUMBER = 3195 MAXIMUM ELEMENT NUMBER = 2552 SELECT FOR ITEM=LOC COMPONENT=X BETWEEN 3189.1 AND 3189.1 KABS= 0. TOLERANCE= 15.9457 20 NODES (OF 3195 DEFINED) SELECTED BY NSEL COMMAND. *GET AO FROM NODE ITEM=COUN VALUE= 20.0000000 SELECT ALL ENTITIES OF TYPE= ALL AND BELOW *DO LOOP ON PARAMETER= I FROM 1.0000 TO 20.000 BY 1.0000 PARAMETER HW1 = 1015.100000 PARAMETER N1 = 2.000000000 *ENDDO INDEX= I ELEMENT TYPE SET TO 2 REAL CONSTANT NUMBER= 4 ACTIVE COORDINATE SYSTEM SET TO 1 (CYLINDRICAL) Z- CYL. AXIS SELECT FOR ITEM=LOC COMPONENT=X BETWEEN 1015.0 AND 1015.0 KABS= 0. TOLERANCE= 5.07500 90 LINES (OF 94 DEFINED) SELECTED BY LSEL COMMAND. GENERATE NODES AND ELEMENTS ON ALL SELECTED LINES NUMBER OF LINES MESHED = 90 MAXIMUM NODE NUMBER = 3376 MAXIMUM ELEMENT NUMBER = 2642 ACTIVE COORDINATE SYSTEM SET TO 0 (CARTESIAN) SELECT ALL ENTITIES OF TYPE= ALL AND BELOW ELEMENT TYPE SET TO 3 REAL CONSTANT NUMBER= 4 SELECT FOR ITEM=LOC COMPONENT=Y BETWEEN 1015.1 AND 1015.1 KABS= 0. TOLERANCE= 5.07550 4 LINES (OF 94 DEFINED) SELECTED BY LSEL COMMAND. SELECT ALL NODES (INTERIOR TO LINE, AND AT KEYPOINTS) RELATED TO SELECTED LINE SET. 646 NODES (OF 3376 DEFINED) SELECTED FROM 4 SELECTED LINES BY NSLL COMMAND. GENERATE ELEMENTS ON SURFACE DEFINED BY SELECTED NODES TYPE= 3 REAL= 4 MATERIAL= 1 ESYS= 0 NUMBER OF ELEMENTS GENERATED= 638 SELECT ALL ENTITIES OF TYPE= ALL AND BELOW ***** ROUTINE COMPLETED ***** CP = 1.576 ***** ANSYS SOLUTION ROUTINE ***** PERFORM A STATIC ANALYSIS THIS WILL BE A NEW ANALYSIS LARGE DEFORMATION ANALYSIS *IF FAS ( = 1.00000 ) EQ 1 ( = 1.00000 ) THEN USE THE FULL NEWTON-RAPHSON OPTION FOR ALL DEGREES OF FREEDOM AND USE ADAPTIVE DESCENT CONVERGENCE ON U BASED ON A REFERENCE VALUE OF 0.1000E-01 WITH A TOLERANCE OF 0.5000 USING THE INFINITE NORM (CHECK EACH DEGREE OF FREEDOM SEPARATELY) *ENDIF *DO LOOP ON PARAMETER= I FROM 0.0000 TO 223.00 BY 1.0000 PARAMETER TIME = 1.000000000 SELECT FOR ITEM=NODE COMPONENT= IN RANGE 2 TO 2 STEP 1 1 NODES (OF 3376 DEFINED) SELECTED BY NSEL COMMAND. *IF i ( = 0.00000 ) GT NLS-SNLS ( = 83.0000 ) THEN *ELSE SPECIFIED CONSTRAINT UY FOR SELECTED NODES 1 TO 3376 BY 1 REAL= 0.00000000 IMAG= 0.00000000 SPECIFIED CONSTRAINT UX FOR SELECTED NODES 1 TO 3376 BY 1 REAL= 0.00000000 IMAG= 0.00000000 *ENDIF SELECT ALL ENTITIES OF TYPE= ALL AND BELOW SELECT FOR ITEM=TYPE COMPONENT= IN RANGE 1 TO 1 STEP 1 2552 ELEMENTS (OF 3280 DEFINED) SELECTED BY ESEL COMMAND. SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 3195 NODES (OF 3376 DEFINED) SELECTED FROM 2552 SELECTED ELEMENTS BY NSLE COMMAND. RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 0.0000 AND 0.0000 KABS= 0. TOLERANCE= 0.100000E-05 5 NODES (OF 3376 DEFINED) SELECTED BY NSEL COMMAND. SPECIFIED CONSTRAINT UX FOR SELECTED NODES 1 TO 3376 BY 1 REAL= 0.00000000 IMAG= 0.00000000 SPECIFIED CONSTRAINT UY FOR SELECTED NODES 1 TO 3376 BY 1 REAL= 0.00000000 IMAG= 0.00000000 SELECT ALL ENTITIES OF TYPE= ALL AND BELOW ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:55:28 JUN 04, 2014 CP= 1.576 Coilwickeln S O L U T I O N O P T I O N S PROBLEM DIMENSIONALITY. . . . . . . . . . . . .2-D DEGREES OF FREEDOM. . . . . . UX UY ANALYSIS TYPE . . . . . . . . . . . . . . . . .STATIC (STEADY-STATE) NONLINEAR GEOMETRIC EFFECTS . . . . . . . . . .ON PLASTIC MATERIAL PROPERTIES INCLUDED. . . . . .YES NEWTON-RAPHSON OPTION . . . . . . . . . . . . .FULL ADAPTIVE DESCENT OPTION . . . . . . . . . . . .ON GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC *** NOTE *** CP = 1.607 TIME= 15:55:28 Present time 0 is less than or equal to the previous time. Time will default to 1. SOLCONTROL,ON uses sparse matrix direct solver *** NOTE *** CP = 1.607 TIME= 15:55:28 The conditions for direct assembly have been met. No .emat or .erot files will be produced. *** WARNING *** CP = 1.607 TIME= 15:55:28 The program chosen initial timestep/load-factor is arbitrary. It is necessary for the user to supply a suitable initial timestep/load-factor through the NSUB or DELTIM command for convergence and overall efficiency. L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 1 TIME AT END OF THE LOAD STEP. . . . . . . . . . 1.0000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 20 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 200000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 4 START WITH TIME STEP FROM PREVIOUS SUBSTEP . YES MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 15 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS LABEL REFERENCE TOLERANCE NORM MINREF U 0.1000E-01 0.5000 0 -1.000 COPY INTEGRATION POINT VALUES TO NODE . . . . .YES, FOR ELEMENTS WITH ACTIVE MAT. NONLINEARITIES PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS. . . . . . . . . . . .ALL DATA WRITTEN FOR THE LAST SUBSTEP SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr *** NOTE *** CP = 1.747 TIME= 15:55:28 The default contact stiffness starting from Release 12.0 is no longer affected by defined plasticities input by the TB commands. You should confirm that the appropriate contact stiffness was used. *** NOTE *** CP = 1.778 TIME= 15:55:28 It is highly recommended to use the auto contact setting option by issuing CNCHECK,AUTO command for this problem in order to achieve better convergence. *** NOTE *** CP = 1.778 TIME= 15:55:28 Rigid-deformable contact pair identified by real constant set 4 and contact element type 3 has been set up. Please verify constraints on target nodes which may be automatically fixed by ANSYS. Contact algorithm: Augmented Lagrange method Contact detection at: Gauss integration point Default contact stiffness factor FKN 1.0000 The resulting contact stiffness 0.84000E+06 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.50000 Max. initial friction coefficient MU 0.15000 Default tangent stiffness factor FKT 1.0000 Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 4.9986 Average contact pair depth 5.0000 Default pinball region factor PINB 4.0000 The resulting pinball region 20.000 Initial penetration will be ramped during the first load step. *** NOTE *** CP = 1.778 TIME= 15:55:28 Min. Initial gap 0.100549678 was detected between contact element 2643 and target element 2642. You may move entire target surface by: x= -2.286858674E-15, y= 0.100549678, z= 0, to bring it in contact. **************************************** *** WARNING *** CP = 1.778 TIME= 15:55:28 All selected contact pairs are initially open. Rigid body motion can occur. You may use auto CNOF/ICONT by setting KEYOPT(5) to close small gaps. MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. Range of element maximum matrix coefficients in global coordinates Maximum = 481309.685 at element 1901. Minimum = 481309.685 at element 638. *** ELEMENT MATRIX FORMULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 2552 PLANE42 0.437 0.000171 2 90 TARGE169 0.000 0.000000 3 638 CONTA171 0.062 0.000098 Time at end of element matrix formulation CP = 2.18401384. ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= Coilband_Shell_2D_1-2.rdb FOR POSSIBLE RESUME FROM THIS POINT SPARSE MATRIX DIRECT SOLVER. Number of equations = 6378, Maximum wavefront = 12 Memory allocated for solver = 18.881 MB Memory required for in-core = 2.452 MB Optimal memory required for out-of-core = 1.000 MB Minimum memory required for out-of-core = 0.998 MB *** NOTE *** CP = 2.324 TIME= 15:55:28 The Sparse Matrix solver is currently running in the in-core memory mode. This memory mode uses the most amount of memory in order to avoid using the hard drive as much as possible, which most often results in the fastest solution time. This mode is recommended if enough physical memory is present to accommodate all of the solver data. Sparse solver maximum pivot= 1917254.78 at node 1285 UX. Sparse solver minimum pivot= 2.8894934 at node 322 UY. Sparse solver minimum pivot in absolute value= 2.8894934 at node 322 UY. DISP CONVERGENCE VALUE = 0.000 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.000 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** ELEMENT RESULT CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 2552 PLANE42 0.218 0.000086 2 90 TARGE169 0.000 0.000000 3 638 CONTA171 0.062 0.000098 *** NODAL LOAD CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 2552 PLANE42 0.031 0.000012 2 90 TARGE169 0.000 0.000000 3 638 CONTA171 0.000 0.000000 *** LOAD STEP 1 SUBSTEP 1 COMPLETED. CUM ITER = 1 *** TIME = 0.500000E-01 TIME INC = 0.500000E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.000 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.000 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 1 SUBSTEP 2 COMPLETED. CUM ITER = 2 *** TIME = 0.100000 TIME INC = 0.500000E-01 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.000 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.000 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 1 SUBSTEP 3 COMPLETED. CUM ITER = 3 *** TIME = 0.175000 TIME INC = 0.750000E-01 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.000 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.000 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 1 SUBSTEP 4 COMPLETED. CUM ITER = 4 *** TIME = 0.287500 TIME INC = 0.112500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.000 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.000 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 1 SUBSTEP 5 COMPLETED. CUM ITER = 5 *** TIME = 0.456250 TIME INC = 0.168750 *** AUTO TIME STEP: NEXT TIME INC = 0.25000 INCREASED (FACTOR = 1.4815) DISP CONVERGENCE VALUE = 0.000 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.000 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 1 SUBSTEP 6 COMPLETED. CUM ITER = 6 *** TIME = 0.706250 TIME INC = 0.250000 *** AUTO TIME STEP: NEXT TIME INC = 0.14687 DECREASED (FACTOR = 0.5875) DISP CONVERGENCE VALUE = 0.000 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.000 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 1 SUBSTEP 7 COMPLETED. CUM ITER = 7 *** TIME = 0.853125 TIME INC = 0.146875 *** AUTO STEP TIME: NEXT TIME INC = 0.14687 UNCHANGED DISP CONVERGENCE VALUE = 0.000 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.000 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 1 SUBSTEP 8 COMPLETED. CUM ITER = 8 *** TIME = 1.00000 TIME INC = 0.146875 *** ANSYS BINARY FILE STATISTICS BUFFER SIZE USED= 16384 7.812 MB WRITTEN ON ELEMENT SAVED DATA FILE: Coilband_Shell_2D_1-2.esav 1.125 MB WRITTEN ON ASSEMBLED MATRIX FILE: Coilband_Shell_2D_1-2.full 7.125 MB WRITTEN ON RESULTS FILE: Coilband_Shell_2D_1-2.rst *ENDDO INDEX= I ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:55:32 JUN 04, 2014 CP= 8.830 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.771 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.771 DISP CONVERGENCE VALUE = 0.3757E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3757E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 1 COMPLETED. CUM ITER = 10 *** TIME = 1.05000 TIME INC = 0.500000E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.8815E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8815E-02 DISP CONVERGENCE VALUE = 0.1814E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1814E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 2 COMPLETED. CUM ITER = 12 *** TIME = 1.10000 TIME INC = 0.500000E-01 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2513E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2513E-01 DISP CONVERGENCE VALUE = 0.9197E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.9197E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 3 COMPLETED. CUM ITER = 14 *** TIME = 1.17500 TIME INC = 0.750000E-01 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.8074E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8074E-01 DISP CONVERGENCE VALUE = 0.5700E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5700E-02 DISP CONVERGENCE VALUE = 0.3097E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.3097E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 2 SUBSTEP 4 COMPLETED. CUM ITER = 17 *** TIME = 1.28750 TIME INC = 0.112500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2316 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2316 DISP CONVERGENCE VALUE = 0.2888E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2888E-01 DISP CONVERGENCE VALUE = 0.7856E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.7856E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 2 SUBSTEP 5 COMPLETED. CUM ITER = 20 *** TIME = 1.45625 TIME INC = 0.168750 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5569 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5569 DISP CONVERGENCE VALUE = 0.1120 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1120 DISP CONVERGENCE VALUE = 0.1140E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1140E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 2 SUBSTEP 6 COMPLETED. CUM ITER = 23 *** TIME = 1.70938 TIME INC = 0.253125 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.8033 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8033 DISP CONVERGENCE VALUE = 0.1670 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1670 DISP CONVERGENCE VALUE = 0.2422E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2422E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 2 SUBSTEP 7 COMPLETED. CUM ITER = 26 *** TIME = 2.00000 TIME INC = 0.290625 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:55:36 JUN 04, 2014 CP= 16.692 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.772 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.772 DISP CONVERGENCE VALUE = 0.1568E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1568E-01 DISP CONVERGENCE VALUE = 0.2575E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2575E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 3 SUBSTEP 1 COMPLETED. CUM ITER = 29 *** TIME = 2.05000 TIME INC = 0.500000E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3770E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3770E-01 DISP CONVERGENCE VALUE = 0.1078E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1078E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 3 SUBSTEP 2 COMPLETED. CUM ITER = 31 *** TIME = 2.10000 TIME INC = 0.500000E-01 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.8471E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8471E-01 DISP CONVERGENCE VALUE = 0.3665E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.3665E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 3 SUBSTEP 3 COMPLETED. CUM ITER = 33 *** TIME = 2.17500 TIME INC = 0.750000E-01 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2013 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2013 DISP CONVERGENCE VALUE = 0.1501E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1501E-01 DISP CONVERGENCE VALUE = 0.1744E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1744E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 3 SUBSTEP 4 COMPLETED. CUM ITER = 36 *** TIME = 2.28750 TIME INC = 0.112500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.4236 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4236 DISP CONVERGENCE VALUE = 0.5007E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5007E-01 DISP CONVERGENCE VALUE = 0.1818E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1818E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 3 SUBSTEP 5 COMPLETED. CUM ITER = 39 *** TIME = 2.45625 TIME INC = 0.168750 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7887 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7887 DISP CONVERGENCE VALUE = 0.1353 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1353 DISP CONVERGENCE VALUE = 0.1258E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1258E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 3 SUBSTEP 6 COMPLETED. CUM ITER = 42 *** TIME = 2.70937 TIME INC = 0.253125 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.9315 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9315 DISP CONVERGENCE VALUE = 0.1566 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1566 DISP CONVERGENCE VALUE = 0.1658E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1658E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 3 SUBSTEP 7 COMPLETED. CUM ITER = 45 *** TIME = 3.00000 TIME INC = 0.290625 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:55:41 JUN 04, 2014 CP= 24.757 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.772 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.772 DISP CONVERGENCE VALUE = 0.3124E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3124E-01 DISP CONVERGENCE VALUE = 0.2004E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2004E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 4 SUBSTEP 1 COMPLETED. CUM ITER = 48 *** TIME = 3.05000 TIME INC = 0.500000E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.5893E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5893E-01 DISP CONVERGENCE VALUE = 0.7007E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.7007E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 4 SUBSTEP 2 COMPLETED. CUM ITER = 50 *** TIME = 3.10000 TIME INC = 0.500000E-01 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1004 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1004 DISP CONVERGENCE VALUE = 0.1968E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1968E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 4 SUBSTEP 3 COMPLETED. CUM ITER = 52 *** TIME = 3.17500 TIME INC = 0.750000E-01 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1990 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1990 DISP CONVERGENCE VALUE = 0.7449E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7449E-02 DISP CONVERGENCE VALUE = 0.4053E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4053E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 4 SUBSTEP 4 COMPLETED. CUM ITER = 55 *** TIME = 3.28750 TIME INC = 0.112500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3767 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3767 DISP CONVERGENCE VALUE = 0.2529E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2529E-01 DISP CONVERGENCE VALUE = 0.4705E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4705E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 4 SUBSTEP 5 COMPLETED. CUM ITER = 58 *** TIME = 3.45625 TIME INC = 0.168750 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6788 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6788 DISP CONVERGENCE VALUE = 0.7537E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7537E-01 DISP CONVERGENCE VALUE = 0.4254E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4254E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 4 SUBSTEP 6 COMPLETED. CUM ITER = 61 *** TIME = 3.70937 TIME INC = 0.253125 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.7956 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7956 DISP CONVERGENCE VALUE = 0.9723E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9723E-01 DISP CONVERGENCE VALUE = 0.7248E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.7248E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 4 SUBSTEP 7 COMPLETED. CUM ITER = 64 *** TIME = 4.00000 TIME INC = 0.290625 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:55:45 JUN 04, 2014 CP= 32.292 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.772 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.772 DISP CONVERGENCE VALUE = 0.1997E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1997E-01 DISP CONVERGENCE VALUE = 0.6980E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.6980E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 5 SUBSTEP 1 COMPLETED. CUM ITER = 67 *** TIME = 4.05000 TIME INC = 0.500000E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3820E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3820E-01 DISP CONVERGENCE VALUE = 0.2697E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2697E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 5 SUBSTEP 2 COMPLETED. CUM ITER = 69 *** TIME = 4.10000 TIME INC = 0.500000E-01 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6667E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6667E-01 DISP CONVERGENCE VALUE = 0.8407E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.8407E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 5 SUBSTEP 3 COMPLETED. CUM ITER = 71 *** TIME = 4.17500 TIME INC = 0.750000E-01 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1369 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1369 DISP CONVERGENCE VALUE = 0.3571E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.3571E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 5 SUBSTEP 4 COMPLETED. CUM ITER = 73 *** TIME = 4.28750 TIME INC = 0.112500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2715 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2715 DISP CONVERGENCE VALUE = 0.1376E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1376E-01 DISP CONVERGENCE VALUE = 0.1493E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1493E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 5 SUBSTEP 5 COMPLETED. CUM ITER = 76 *** TIME = 4.45625 TIME INC = 0.168750 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5185 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5185 DISP CONVERGENCE VALUE = 0.4685E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4685E-01 DISP CONVERGENCE VALUE = 0.1725E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1725E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 5 SUBSTEP 6 COMPLETED. CUM ITER = 79 *** TIME = 4.70937 TIME INC = 0.253125 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.6384 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6384 DISP CONVERGENCE VALUE = 0.6807E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6807E-01 DISP CONVERGENCE VALUE = 0.3662E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.3662E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 5 SUBSTEP 7 COMPLETED. CUM ITER = 82 *** TIME = 5.00000 TIME INC = 0.290625 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:55:49 JUN 04, 2014 CP= 39.484 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.771 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.771 DISP CONVERGENCE VALUE = 0.1392E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1392E-01 DISP CONVERGENCE VALUE = 0.3166E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.3166E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 6 SUBSTEP 1 COMPLETED. CUM ITER = 85 *** TIME = 5.05000 TIME INC = 0.500000E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2691E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2691E-01 DISP CONVERGENCE VALUE = 0.1413E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1413E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 6 SUBSTEP 2 COMPLETED. CUM ITER = 87 *** TIME = 5.10000 TIME INC = 0.500000E-01 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.4789E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4789E-01 DISP CONVERGENCE VALUE = 0.4827E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4827E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 6 SUBSTEP 3 COMPLETED. CUM ITER = 89 *** TIME = 5.17500 TIME INC = 0.750000E-01 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1007 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1007 DISP CONVERGENCE VALUE = 0.2222E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2222E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 6 SUBSTEP 4 COMPLETED. CUM ITER = 91 *** TIME = 5.28750 TIME INC = 0.112500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2064 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2064 DISP CONVERGENCE VALUE = 0.9226E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9226E-02 DISP CONVERGENCE VALUE = 0.6410E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.6410E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 6 SUBSTEP 5 COMPLETED. CUM ITER = 94 *** TIME = 5.45625 TIME INC = 0.168750 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.4100 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4100 DISP CONVERGENCE VALUE = 0.3385E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3385E-01 DISP CONVERGENCE VALUE = 0.8455E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.8455E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 6 SUBSTEP 6 COMPLETED. CUM ITER = 97 *** TIME = 5.70937 TIME INC = 0.253125 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.5243 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5243 DISP CONVERGENCE VALUE = 0.5283E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5283E-01 DISP CONVERGENCE VALUE = 0.2059E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2059E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 6 SUBSTEP 7 COMPLETED. CUM ITER = 100 *** TIME = 6.00000 TIME INC = 0.290625 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:55:53 JUN 04, 2014 CP= 46.597 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.769 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.769 DISP CONVERGENCE VALUE = 0.1058E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1058E-01 DISP CONVERGENCE VALUE = 0.1429E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1429E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 7 SUBSTEP 1 COMPLETED. CUM ITER = 103 *** TIME = 6.05000 TIME INC = 0.500000E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2058E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2058E-01 DISP CONVERGENCE VALUE = 0.8332E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.8332E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 7 SUBSTEP 2 COMPLETED. CUM ITER = 105 *** TIME = 6.10000 TIME INC = 0.500000E-01 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3705E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3705E-01 DISP CONVERGENCE VALUE = 0.3175E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.3175E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 7 SUBSTEP 3 COMPLETED. CUM ITER = 107 *** TIME = 6.17500 TIME INC = 0.750000E-01 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7908E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7908E-01 DISP CONVERGENCE VALUE = 0.1576E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1576E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 7 SUBSTEP 4 COMPLETED. CUM ITER = 109 *** TIME = 6.28750 TIME INC = 0.112500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1653 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1653 DISP CONVERGENCE VALUE = 0.6902E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6902E-02 DISP CONVERGENCE VALUE = 0.3303E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.3303E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 7 SUBSTEP 5 COMPLETED. CUM ITER = 112 *** TIME = 6.45625 TIME INC = 0.168750 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3338 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3338 DISP CONVERGENCE VALUE = 0.2762E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2762E-01 DISP CONVERGENCE VALUE = 0.4941E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4941E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 7 SUBSTEP 6 COMPLETED. CUM ITER = 115 *** TIME = 6.70937 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1114E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.4420 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4420 DISP CONVERGENCE VALUE = 0.5179E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5179E-01 DISP CONVERGENCE VALUE = 0.1520E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1520E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 7 SUBSTEP 7 COMPLETED. CUM ITER = 118 *** TIME = 7.00000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.3967E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:55:57 JUN 04, 2014 CP= 53.820 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.767 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.767 DISP CONVERGENCE VALUE = 0.1982E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1982E-01 DISP CONVERGENCE VALUE = 0.9953E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.9953E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 8 SUBSTEP 1 COMPLETED. CUM ITER = 121 *** TIME = 7.05000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.8974E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.1460E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1460E-01 DISP CONVERGENCE VALUE = 0.7316E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.7316E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 8 SUBSTEP 2 COMPLETED. CUM ITER = 123 *** TIME = 7.10000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.9587E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2730E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2730E-01 DISP CONVERGENCE VALUE = 0.3532E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.3532E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 8 SUBSTEP 3 COMPLETED. CUM ITER = 125 *** TIME = 7.17500 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.1432E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5980E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5980E-01 DISP CONVERGENCE VALUE = 0.1301E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1301E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 8 SUBSTEP 4 COMPLETED. CUM ITER = 127 *** TIME = 7.28750 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.2019E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1381 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1381 DISP CONVERGENCE VALUE = 0.5172E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5172E-02 DISP CONVERGENCE VALUE = 0.1049E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1049E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 8 SUBSTEP 5 COMPLETED. CUM ITER = 130 *** TIME = 7.45625 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.2805E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2938 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2938 DISP CONVERGENCE VALUE = 0.2058E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2058E-01 DISP CONVERGENCE VALUE = 0.1453E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1453E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 8 SUBSTEP 6 COMPLETED. CUM ITER = 133 *** TIME = 7.70937 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.3810E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.3946 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3946 DISP CONVERGENCE VALUE = 0.3655E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3655E-01 DISP CONVERGENCE VALUE = 0.5723E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.5723E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 8 SUBSTEP 7 COMPLETED. CUM ITER = 136 *** TIME = 8.00000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.3907E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:56:01 JUN 04, 2014 CP= 61.184 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.764 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.764 DISP CONVERGENCE VALUE = 0.3531E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3531E-01 DISP CONVERGENCE VALUE = 0.1223E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1223E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 9 SUBSTEP 1 COMPLETED. CUM ITER = 139 *** TIME = 8.05000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.8506E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.1474E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1474E-01 DISP CONVERGENCE VALUE = 0.3870E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3870E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 9 SUBSTEP 2 COMPLETED. CUM ITER = 141 *** TIME = 8.10000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.8340E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2683E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2683E-01 DISP CONVERGENCE VALUE = 0.9289E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.9289E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 9 SUBSTEP 3 COMPLETED. CUM ITER = 143 *** TIME = 8.17500 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.1221E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5811E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5811E-01 DISP CONVERGENCE VALUE = 0.8808E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.8808E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 9 SUBSTEP 4 COMPLETED. CUM ITER = 145 *** TIME = 8.28750 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1769E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1237 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1237 DISP CONVERGENCE VALUE = 0.4559E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4559E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 9 SUBSTEP 5 COMPLETED. CUM ITER = 147 *** TIME = 8.45625 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.2524E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2508 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2508 DISP CONVERGENCE VALUE = 0.2206E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2206E-01 DISP CONVERGENCE VALUE = 0.2232E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2232E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 9 SUBSTEP 6 COMPLETED. CUM ITER = 150 *** TIME = 8.70938 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.4188E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.3389 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3389 DISP CONVERGENCE VALUE = 0.3682E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3682E-01 DISP CONVERGENCE VALUE = 0.8000E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.8000E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 9 SUBSTEP 7 COMPLETED. CUM ITER = 153 *** TIME = 9.00000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.4379E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:56:05 JUN 04, 2014 CP= 68.313 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.761 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.761 DISP CONVERGENCE VALUE = 0.4298E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4298E-01 DISP CONVERGENCE VALUE = 0.9100E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.9100E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 10 SUBSTEP 1 COMPLETED. CUM ITER = 156 *** TIME = 9.05000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.9275E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.1265E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1265E-01 DISP CONVERGENCE VALUE = 0.1883E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1883E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 10 SUBSTEP 2 COMPLETED. CUM ITER = 158 *** TIME = 9.10000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.9104E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2048E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2048E-01 DISP CONVERGENCE VALUE = 0.1358E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1358E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 10 SUBSTEP 3 COMPLETED. CUM ITER = 160 *** TIME = 9.17500 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.1406E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.4366E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4366E-01 DISP CONVERGENCE VALUE = 0.8863E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.8863E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 10 SUBSTEP 4 COMPLETED. CUM ITER = 162 *** TIME = 9.28750 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.2093E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1026 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1026 DISP CONVERGENCE VALUE = 0.4082E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4082E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 10 SUBSTEP 5 COMPLETED. CUM ITER = 164 *** TIME = 9.45625 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.2959E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2244 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2244 DISP CONVERGENCE VALUE = 0.1716E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1716E-01 DISP CONVERGENCE VALUE = 0.5228E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.5228E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 10 SUBSTEP 6 COMPLETED. CUM ITER = 167 *** TIME = 9.70938 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.4103E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.3093 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3093 DISP CONVERGENCE VALUE = 0.3072E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3072E-01 DISP CONVERGENCE VALUE = 0.4996E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4996E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 10 SUBSTEP 7 COMPLETED. CUM ITER = 170 *** TIME = 10.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.4300E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:56:09 JUN 04, 2014 CP= 75.177 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.757 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.757 DISP CONVERGENCE VALUE = 0.5042E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5042E-01 DISP CONVERGENCE VALUE = 0.2526E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2526E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 11 SUBSTEP 1 COMPLETED. CUM ITER = 173 *** TIME = 10.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.8892E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.1121E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1121E-01 DISP CONVERGENCE VALUE = 0.3795E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3795E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 11 SUBSTEP 2 COMPLETED. CUM ITER = 175 *** TIME = 10.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.8749E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2051E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2051E-01 DISP CONVERGENCE VALUE = 0.1055E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1055E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 11 SUBSTEP 3 COMPLETED. CUM ITER = 177 *** TIME = 10.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.1287E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.4491E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4491E-01 DISP CONVERGENCE VALUE = 0.6085E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.6085E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 11 SUBSTEP 4 COMPLETED. CUM ITER = 179 *** TIME = 10.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1875E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.9661E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9661E-01 DISP CONVERGENCE VALUE = 0.3188E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3188E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 11 SUBSTEP 5 COMPLETED. CUM ITER = 181 *** TIME = 10.4563 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.2697E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2042 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2042 DISP CONVERGENCE VALUE = 0.1570E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1570E-01 DISP CONVERGENCE VALUE = 0.1336E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1336E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 11 SUBSTEP 6 COMPLETED. CUM ITER = 184 *** TIME = 10.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.3809E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.2797 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2797 DISP CONVERGENCE VALUE = 0.2878E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2878E-01 DISP CONVERGENCE VALUE = 0.2595E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2595E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 11 SUBSTEP 7 COMPLETED. CUM ITER = 187 *** TIME = 11.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.4063E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:56:13 JUN 04, 2014 CP= 82.119 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.753 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.753 DISP CONVERGENCE VALUE = 0.4989E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4989E-01 DISP CONVERGENCE VALUE = 0.1068E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1068E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 12 SUBSTEP 1 COMPLETED. CUM ITER = 190 *** TIME = 11.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.8296E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.9961E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9961E-02 DISP CONVERGENCE VALUE = 0.5081E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.5081E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 12 SUBSTEP 2 COMPLETED. CUM ITER = 192 *** TIME = 11.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.8186E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1829E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1829E-01 DISP CONVERGENCE VALUE = 0.4051E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4051E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 12 SUBSTEP 3 COMPLETED. CUM ITER = 194 *** TIME = 11.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.1208E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3999E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3999E-01 DISP CONVERGENCE VALUE = 0.3709E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3709E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 12 SUBSTEP 4 COMPLETED. CUM ITER = 196 *** TIME = 11.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1768E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.8628E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8628E-01 DISP CONVERGENCE VALUE = 0.3070E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3070E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 12 SUBSTEP 5 COMPLETED. CUM ITER = 198 *** TIME = 11.4563 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.2574E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1794 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1794 DISP CONVERGENCE VALUE = 0.1623E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1623E-01 DISP CONVERGENCE VALUE = 0.4323E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4323E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 12 SUBSTEP 6 COMPLETED. CUM ITER = 201 *** TIME = 11.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.4116E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.2501 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2501 DISP CONVERGENCE VALUE = 0.2745E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2745E-01 DISP CONVERGENCE VALUE = 0.4089E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4089E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 12 SUBSTEP 7 COMPLETED. CUM ITER = 204 *** TIME = 12.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.4386E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:56:16 JUN 04, 2014 CP= 88.952 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.748 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.748 DISP CONVERGENCE VALUE = 0.5219E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5219E-01 DISP CONVERGENCE VALUE = 0.2946E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2946E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 13 SUBSTEP 1 COMPLETED. CUM ITER = 207 *** TIME = 12.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.8834E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.8921E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8921E-02 DISP CONVERGENCE VALUE = 0.9784E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.9784E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 13 SUBSTEP 2 COMPLETED. CUM ITER = 209 *** TIME = 12.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.8721E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1654E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1654E-01 DISP CONVERGENCE VALUE = 0.5838E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.5838E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 13 SUBSTEP 3 COMPLETED. CUM ITER = 211 *** TIME = 12.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.1287E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3617E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3617E-01 DISP CONVERGENCE VALUE = 0.3702E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3702E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 13 SUBSTEP 4 COMPLETED. CUM ITER = 213 *** TIME = 12.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1885E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7858E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7858E-01 DISP CONVERGENCE VALUE = 0.2876E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2876E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 13 SUBSTEP 5 COMPLETED. CUM ITER = 215 *** TIME = 12.4563 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.2732E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1616 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1616 DISP CONVERGENCE VALUE = 0.1380E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1380E-01 DISP CONVERGENCE VALUE = 0.6047E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.6047E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 13 SUBSTEP 6 COMPLETED. CUM ITER = 218 *** TIME = 12.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.3952E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.2240 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2240 DISP CONVERGENCE VALUE = 0.2502E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2502E-01 DISP CONVERGENCE VALUE = 0.2293E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2293E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 13 SUBSTEP 7 COMPLETED. CUM ITER = 221 *** TIME = 13.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.4321E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:56:20 JUN 04, 2014 CP= 96.019 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.742 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.742 DISP CONVERGENCE VALUE = 0.5249E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5249E-01 DISP CONVERGENCE VALUE = 0.2579E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2579E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 14 SUBSTEP 1 COMPLETED. CUM ITER = 224 *** TIME = 13.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.8560E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.8163E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8163E-02 DISP CONVERGENCE VALUE = 0.8271E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.8271E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 14 SUBSTEP 2 COMPLETED. CUM ITER = 226 *** TIME = 13.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.8451E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1489E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1489E-01 DISP CONVERGENCE VALUE = 0.1867E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1867E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 14 SUBSTEP 3 COMPLETED. CUM ITER = 228 *** TIME = 13.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.1249E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3306E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3306E-01 DISP CONVERGENCE VALUE = 0.3039E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3039E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 14 SUBSTEP 4 COMPLETED. CUM ITER = 230 *** TIME = 13.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1832E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7190E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7190E-01 DISP CONVERGENCE VALUE = 0.2454E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2454E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 14 SUBSTEP 5 COMPLETED. CUM ITER = 232 *** TIME = 13.4563 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.2661E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1537 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1537 DISP CONVERGENCE VALUE = 0.1208E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1208E-01 DISP CONVERGENCE VALUE = 0.1431E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1431E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 14 SUBSTEP 6 COMPLETED. CUM ITER = 235 *** TIME = 13.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.3810E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.2126 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2126 DISP CONVERGENCE VALUE = 0.2062E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2062E-01 DISP CONVERGENCE VALUE = 0.6694E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.6694E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 14 SUBSTEP 7 COMPLETED. CUM ITER = 238 *** TIME = 14.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.4129E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:56:25 JUN 04, 2014 CP= 103.631 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.736 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.736 DISP CONVERGENCE VALUE = 0.4942E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4942E-01 DISP CONVERGENCE VALUE = 0.2578E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2578E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 15 SUBSTEP 1 COMPLETED. CUM ITER = 241 *** TIME = 14.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.8111E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.7515E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7515E-02 DISP CONVERGENCE VALUE = 0.1170E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1170E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 15 SUBSTEP 2 COMPLETED. CUM ITER = 243 *** TIME = 14.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.8028E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1395E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1395E-01 DISP CONVERGENCE VALUE = 0.1588E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1588E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 15 SUBSTEP 3 COMPLETED. CUM ITER = 245 *** TIME = 14.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.1188E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3062E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3062E-01 DISP CONVERGENCE VALUE = 0.2005E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2005E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 15 SUBSTEP 4 COMPLETED. CUM ITER = 247 *** TIME = 14.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1749E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6662E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6662E-01 DISP CONVERGENCE VALUE = 0.2134E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2134E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 15 SUBSTEP 5 COMPLETED. CUM ITER = 249 *** TIME = 14.4563 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.2550E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1422 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1422 DISP CONVERGENCE VALUE = 0.1050E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1050E-01 DISP CONVERGENCE VALUE = 0.5155E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.5155E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 15 SUBSTEP 6 COMPLETED. CUM ITER = 252 *** TIME = 14.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.3670E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1962 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1962 DISP CONVERGENCE VALUE = 0.1740E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1740E-01 DISP CONVERGENCE VALUE = 0.2098E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2098E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 15 SUBSTEP 7 COMPLETED. CUM ITER = 255 *** TIME = 15.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.4003E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:56:29 JUN 04, 2014 CP= 111.541 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.730 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.730 DISP CONVERGENCE VALUE = 0.4623E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4623E-01 DISP CONVERGENCE VALUE = 0.1537E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1537E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 16 SUBSTEP 1 COMPLETED. CUM ITER = 258 *** TIME = 15.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.7797E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.6948E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6948E-02 DISP CONVERGENCE VALUE = 0.1187E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1187E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 16 SUBSTEP 2 COMPLETED. CUM ITER = 260 *** TIME = 15.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.7725E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1290E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1290E-01 DISP CONVERGENCE VALUE = 0.2231E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2231E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 16 SUBSTEP 3 COMPLETED. CUM ITER = 262 *** TIME = 15.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.1146E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2848E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2848E-01 DISP CONVERGENCE VALUE = 0.1503E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1503E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 16 SUBSTEP 4 COMPLETED. CUM ITER = 264 *** TIME = 15.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1688E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6181E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6181E-01 DISP CONVERGENCE VALUE = 0.1886E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1886E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 16 SUBSTEP 5 COMPLETED. CUM ITER = 266 *** TIME = 15.4563 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.2469E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1318 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1318 DISP CONVERGENCE VALUE = 0.8929E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8929E-02 DISP CONVERGENCE VALUE = 0.1110E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1110E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 16 SUBSTEP 6 COMPLETED. CUM ITER = 269 *** TIME = 15.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.3568E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1833 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1833 DISP CONVERGENCE VALUE = 0.1633E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1633E-01 DISP CONVERGENCE VALUE = 0.2846E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2846E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 16 SUBSTEP 7 COMPLETED. CUM ITER = 272 *** TIME = 16.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.3909E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:56:34 JUN 04, 2014 CP= 120.230 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.723 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.723 DISP CONVERGENCE VALUE = 0.4336E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4336E-01 DISP CONVERGENCE VALUE = 0.6855E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.6855E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 17 SUBSTEP 1 COMPLETED. CUM ITER = 275 *** TIME = 16.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.7558E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.6486E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6486E-02 DISP CONVERGENCE VALUE = 0.1542E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1542E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 17 SUBSTEP 2 COMPLETED. CUM ITER = 277 *** TIME = 16.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.7495E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1206E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1206E-01 DISP CONVERGENCE VALUE = 0.2296E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2296E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 17 SUBSTEP 3 COMPLETED. CUM ITER = 279 *** TIME = 16.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.1112E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2650E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2650E-01 DISP CONVERGENCE VALUE = 0.1635E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1635E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 17 SUBSTEP 4 COMPLETED. CUM ITER = 281 *** TIME = 16.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1642E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5770E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5770E-01 DISP CONVERGENCE VALUE = 0.1283E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1283E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 17 SUBSTEP 5 COMPLETED. CUM ITER = 283 *** TIME = 16.4563 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.2406E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1228 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1228 DISP CONVERGENCE VALUE = 0.7509E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7509E-02 DISP CONVERGENCE VALUE = 0.7412E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.7412E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 17 SUBSTEP 6 COMPLETED. CUM ITER = 286 *** TIME = 16.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.3487E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1715 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1715 DISP CONVERGENCE VALUE = 0.1448E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1448E-01 DISP CONVERGENCE VALUE = 0.4240E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4240E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 17 SUBSTEP 7 COMPLETED. CUM ITER = 289 *** TIME = 17.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.3835E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:56:39 JUN 04, 2014 CP= 128.919 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.715 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.715 DISP CONVERGENCE VALUE = 0.4071E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4071E-01 DISP CONVERGENCE VALUE = 0.6101E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.6101E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 18 SUBSTEP 1 COMPLETED. CUM ITER = 292 *** TIME = 17.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.7364E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.6117E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6117E-02 DISP CONVERGENCE VALUE = 0.1478E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1478E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 18 SUBSTEP 2 COMPLETED. CUM ITER = 294 *** TIME = 17.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.7305E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1121E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1121E-01 DISP CONVERGENCE VALUE = 0.2221E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2221E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 18 SUBSTEP 3 COMPLETED. CUM ITER = 296 *** TIME = 17.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.1085E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2498E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2498E-01 DISP CONVERGENCE VALUE = 0.2337E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2337E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 18 SUBSTEP 4 COMPLETED. CUM ITER = 298 *** TIME = 17.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1604E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5425E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5425E-01 DISP CONVERGENCE VALUE = 0.1109E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1109E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 18 SUBSTEP 5 COMPLETED. CUM ITER = 300 *** TIME = 17.4563 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.2354E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1150 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1150 DISP CONVERGENCE VALUE = 0.6553E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6553E-02 DISP CONVERGENCE VALUE = 0.6870E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.6870E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 18 SUBSTEP 6 COMPLETED. CUM ITER = 303 *** TIME = 17.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.3420E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1606 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1606 DISP CONVERGENCE VALUE = 0.1262E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1262E-01 DISP CONVERGENCE VALUE = 0.5500E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.5500E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 18 SUBSTEP 7 COMPLETED. CUM ITER = 306 *** TIME = 18.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.3772E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:56:44 JUN 04, 2014 CP= 137.920 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.707 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.707 DISP CONVERGENCE VALUE = 0.3808E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3808E-01 DISP CONVERGENCE VALUE = 0.1797E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1797E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 19 SUBSTEP 1 COMPLETED. CUM ITER = 309 *** TIME = 18.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.7198E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.5782E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5782E-02 DISP CONVERGENCE VALUE = 0.1663E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1663E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 19 SUBSTEP 2 COMPLETED. CUM ITER = 311 *** TIME = 18.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.7143E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1069E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1069E-01 DISP CONVERGENCE VALUE = 0.2270E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2270E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 19 SUBSTEP 3 COMPLETED. CUM ITER = 313 *** TIME = 18.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.1061E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2346E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2346E-01 DISP CONVERGENCE VALUE = 0.3015E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3015E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 19 SUBSTEP 4 COMPLETED. CUM ITER = 315 *** TIME = 18.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1571E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5128E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5128E-01 DISP CONVERGENCE VALUE = 0.9621E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.9621E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 19 SUBSTEP 5 COMPLETED. CUM ITER = 317 *** TIME = 18.4563 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.2309E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1086 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1086 DISP CONVERGENCE VALUE = 0.6123E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6123E-02 DISP CONVERGENCE VALUE = 0.7797E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.7797E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 19 SUBSTEP 6 COMPLETED. CUM ITER = 320 *** TIME = 18.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.3361E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1508 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1508 DISP CONVERGENCE VALUE = 0.1242E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1242E-01 DISP CONVERGENCE VALUE = 0.3591E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3591E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 19 SUBSTEP 7 COMPLETED. CUM ITER = 323 *** TIME = 19.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.3717E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:56:49 JUN 04, 2014 CP= 146.766 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.698 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.698 DISP CONVERGENCE VALUE = 0.3474E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3474E-01 DISP CONVERGENCE VALUE = 0.1608E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1608E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 20 SUBSTEP 1 COMPLETED. CUM ITER = 326 *** TIME = 19.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.7047E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.5453E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5453E-02 DISP CONVERGENCE VALUE = 0.1919E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1919E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 20 SUBSTEP 2 COMPLETED. CUM ITER = 328 *** TIME = 19.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.6999E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1007E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1007E-01 DISP CONVERGENCE VALUE = 0.2524E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2524E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 20 SUBSTEP 3 COMPLETED. CUM ITER = 330 *** TIME = 19.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.1041E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2233E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2233E-01 DISP CONVERGENCE VALUE = 0.3957E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3957E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 20 SUBSTEP 4 COMPLETED. CUM ITER = 332 *** TIME = 19.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1541E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.4862E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4862E-01 DISP CONVERGENCE VALUE = 0.1034E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1034E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 20 SUBSTEP 5 COMPLETED. CUM ITER = 334 *** TIME = 19.4563 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.2268E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1029 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1029 DISP CONVERGENCE VALUE = 0.7042E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7042E-02 DISP CONVERGENCE VALUE = 0.1225E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1225E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 20 SUBSTEP 6 COMPLETED. CUM ITER = 337 *** TIME = 19.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.3308E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1433 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1433 DISP CONVERGENCE VALUE = 0.1217E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1217E-01 DISP CONVERGENCE VALUE = 0.8195E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.8195E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 20 SUBSTEP 7 COMPLETED. CUM ITER = 340 *** TIME = 20.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.3666E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:56:54 JUN 04, 2014 CP= 155.127 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.689 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.689 DISP CONVERGENCE VALUE = 0.3152E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3152E-01 DISP CONVERGENCE VALUE = 0.6109E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.6109E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 21 SUBSTEP 1 COMPLETED. CUM ITER = 343 *** TIME = 20.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.6916E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.5172E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5172E-02 DISP CONVERGENCE VALUE = 0.1938E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1938E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 21 SUBSTEP 2 COMPLETED. CUM ITER = 345 *** TIME = 20.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.6872E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.9619E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9619E-02 DISP CONVERGENCE VALUE = 0.2819E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2819E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 21 SUBSTEP 3 COMPLETED. CUM ITER = 347 *** TIME = 20.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.1022E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2123E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2123E-01 DISP CONVERGENCE VALUE = 0.3629E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3629E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 21 SUBSTEP 4 COMPLETED. CUM ITER = 349 *** TIME = 20.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1515E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.4615E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4615E-01 DISP CONVERGENCE VALUE = 0.1643E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1643E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 21 SUBSTEP 5 COMPLETED. CUM ITER = 351 *** TIME = 20.4563 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.2232E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.9724E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9724E-01 DISP CONVERGENCE VALUE = 0.9266E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9266E-02 DISP CONVERGENCE VALUE = 0.6196E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.6196E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 21 SUBSTEP 6 COMPLETED. CUM ITER = 354 *** TIME = 20.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.3261E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1363 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1363 DISP CONVERGENCE VALUE = 0.1390E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1390E-01 DISP CONVERGENCE VALUE = 0.1034E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1034E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 21 SUBSTEP 7 COMPLETED. CUM ITER = 357 *** TIME = 21.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.3622E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:56:59 JUN 04, 2014 CP= 163.785 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.679 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.679 DISP CONVERGENCE VALUE = 0.2876E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2876E-01 DISP CONVERGENCE VALUE = 0.5170E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.5170E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 22 SUBSTEP 1 COMPLETED. CUM ITER = 360 *** TIME = 21.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.6800E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.4942E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4942E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 22 SUBSTEP 2 COMPLETED. CUM ITER = 361 *** TIME = 21.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.6759E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.9064E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9064E-02 DISP CONVERGENCE VALUE = 0.3460E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.3460E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 22 SUBSTEP 3 COMPLETED. CUM ITER = 363 *** TIME = 21.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.1006E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2029E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2029E-01 DISP CONVERGENCE VALUE = 0.4883E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4883E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 22 SUBSTEP 4 COMPLETED. CUM ITER = 365 *** TIME = 21.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1492E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.4401E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4401E-01 DISP CONVERGENCE VALUE = 0.2303E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2303E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 22 SUBSTEP 5 COMPLETED. CUM ITER = 367 *** TIME = 21.4563 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.2201E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.9259E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9259E-01 DISP CONVERGENCE VALUE = 0.1044E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1044E-01 DISP CONVERGENCE VALUE = 0.1266E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1266E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 22 SUBSTEP 6 COMPLETED. CUM ITER = 370 *** TIME = 21.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.3220E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1303 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1303 DISP CONVERGENCE VALUE = 0.1525E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1525E-01 DISP CONVERGENCE VALUE = 0.2200E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2200E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 22 SUBSTEP 7 COMPLETED. CUM ITER = 373 *** TIME = 22.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.3582E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:57:04 JUN 04, 2014 CP= 172.069 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.669 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.669 DISP CONVERGENCE VALUE = 0.2661E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2661E-01 DISP CONVERGENCE VALUE = 0.5815E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.5815E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 23 SUBSTEP 1 COMPLETED. CUM ITER = 376 *** TIME = 22.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.6696E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.4706E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4706E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 23 SUBSTEP 2 COMPLETED. CUM ITER = 377 *** TIME = 22.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.6661E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.8744E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8744E-02 DISP CONVERGENCE VALUE = 0.4004E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4004E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 23 SUBSTEP 3 COMPLETED. CUM ITER = 379 *** TIME = 22.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.9913E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1945E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1945E-01 DISP CONVERGENCE VALUE = 0.4926E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4926E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 23 SUBSTEP 4 COMPLETED. CUM ITER = 381 *** TIME = 22.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1471E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.4213E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4213E-01 DISP CONVERGENCE VALUE = 0.2656E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2656E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 23 SUBSTEP 5 COMPLETED. CUM ITER = 383 *** TIME = 22.4563 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.2172E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.8826E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8826E-01 DISP CONVERGENCE VALUE = 0.1241E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1241E-01 DISP CONVERGENCE VALUE = 0.2558E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2558E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 23 SUBSTEP 6 COMPLETED. CUM ITER = 386 *** TIME = 22.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.3182E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1244 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1244 DISP CONVERGENCE VALUE = 0.1743E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1743E-01 DISP CONVERGENCE VALUE = 0.7925E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.7925E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 23 SUBSTEP 7 COMPLETED. CUM ITER = 389 *** TIME = 23.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.3546E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:57:08 JUN 04, 2014 CP= 180.649 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.658 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.658 DISP CONVERGENCE VALUE = 0.2469E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2469E-01 DISP CONVERGENCE VALUE = 0.5097E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.5097E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 24 SUBSTEP 1 COMPLETED. CUM ITER = 392 *** TIME = 23.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.6602E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.4555E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4555E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 24 SUBSTEP 2 COMPLETED. CUM ITER = 393 *** TIME = 23.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.6568E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.8382E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8382E-02 DISP CONVERGENCE VALUE = 0.4185E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4185E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 24 SUBSTEP 3 COMPLETED. CUM ITER = 395 *** TIME = 23.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.9780E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1873E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1873E-01 DISP CONVERGENCE VALUE = 0.4707E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4707E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 24 SUBSTEP 4 COMPLETED. CUM ITER = 397 *** TIME = 23.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1452E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.4030E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4030E-01 DISP CONVERGENCE VALUE = 0.3428E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3428E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 24 SUBSTEP 5 COMPLETED. CUM ITER = 399 *** TIME = 23.4563 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.2146E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.8498E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8498E-01 DISP CONVERGENCE VALUE = 0.1242E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1242E-01 DISP CONVERGENCE VALUE = 0.3532E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3532E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 24 SUBSTEP 6 COMPLETED. CUM ITER = 402 *** TIME = 23.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.3146E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1193 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1193 DISP CONVERGENCE VALUE = 0.1867E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1867E-01 DISP CONVERGENCE VALUE = 0.6666E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.6666E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 24 SUBSTEP 7 COMPLETED. CUM ITER = 405 *** TIME = 24.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.3511E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:57:13 JUN 04, 2014 CP= 188.917 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.647 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.647 DISP CONVERGENCE VALUE = 0.2281E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2281E-01 DISP CONVERGENCE VALUE = 0.4842E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4842E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 25 SUBSTEP 1 COMPLETED. CUM ITER = 408 *** TIME = 24.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.6514E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.4369E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4369E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 25 SUBSTEP 2 COMPLETED. CUM ITER = 409 *** TIME = 24.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.6483E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.8074E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8074E-02 DISP CONVERGENCE VALUE = 0.4633E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4633E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 25 SUBSTEP 3 COMPLETED. CUM ITER = 411 *** TIME = 24.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.9655E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1795E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1795E-01 DISP CONVERGENCE VALUE = 0.6172E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.6172E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 25 SUBSTEP 4 COMPLETED. CUM ITER = 413 *** TIME = 24.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1435E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3884E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3884E-01 DISP CONVERGENCE VALUE = 0.4311E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4311E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 25 SUBSTEP 5 COMPLETED. CUM ITER = 415 *** TIME = 24.4563 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.2121E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.8194E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8194E-01 DISP CONVERGENCE VALUE = 0.1186E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1186E-01 DISP CONVERGENCE VALUE = 0.3697E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3697E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 25 SUBSTEP 6 COMPLETED. CUM ITER = 418 *** TIME = 24.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.3113E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1149 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1149 DISP CONVERGENCE VALUE = 0.2007E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2007E-01 DISP CONVERGENCE VALUE = 0.1108E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1108E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 25 SUBSTEP 7 COMPLETED. CUM ITER = 421 *** TIME = 25.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.3478E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:57:18 JUN 04, 2014 CP= 198.121 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.635 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.635 DISP CONVERGENCE VALUE = 0.2135E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2135E-01 DISP CONVERGENCE VALUE = 0.4308E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4308E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 26 SUBSTEP 1 COMPLETED. CUM ITER = 424 *** TIME = 25.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.6435E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.4260E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4260E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 26 SUBSTEP 2 COMPLETED. CUM ITER = 425 *** TIME = 25.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.6404E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7864E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7864E-02 DISP CONVERGENCE VALUE = 0.4885E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4885E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 26 SUBSTEP 3 COMPLETED. CUM ITER = 427 *** TIME = 25.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.9537E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1736E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1736E-01 DISP CONVERGENCE VALUE = 0.7930E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.7930E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 26 SUBSTEP 4 COMPLETED. CUM ITER = 429 *** TIME = 25.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1418E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3762E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3762E-01 DISP CONVERGENCE VALUE = 0.3958E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3958E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 26 SUBSTEP 5 COMPLETED. CUM ITER = 431 *** TIME = 25.4563 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.2097E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7902E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7902E-01 DISP CONVERGENCE VALUE = 0.1357E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1357E-01 DISP CONVERGENCE VALUE = 0.3786E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3786E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 26 SUBSTEP 6 COMPLETED. CUM ITER = 434 *** TIME = 25.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.3081E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1113 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1113 DISP CONVERGENCE VALUE = 0.2074E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2074E-01 DISP CONVERGENCE VALUE = 0.3751E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3751E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 26 SUBSTEP 7 COMPLETED. CUM ITER = 437 *** TIME = 26.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.3446E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:57:23 JUN 04, 2014 CP= 206.358 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.623 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.623 DISP CONVERGENCE VALUE = 0.1994E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1994E-01 DISP CONVERGENCE VALUE = 0.1292E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1292E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 27 SUBSTEP 1 COMPLETED. CUM ITER = 440 *** TIME = 26.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.6356E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.4110E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4110E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 27 SUBSTEP 2 COMPLETED. CUM ITER = 441 *** TIME = 26.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.6327E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7631E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7631E-02 DISP CONVERGENCE VALUE = 0.5054E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.5054E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 27 SUBSTEP 3 COMPLETED. CUM ITER = 443 *** TIME = 26.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.9423E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1681E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1681E-01 DISP CONVERGENCE VALUE = 0.8207E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.8207E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 27 SUBSTEP 4 COMPLETED. CUM ITER = 445 *** TIME = 26.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1402E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3618E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3618E-01 DISP CONVERGENCE VALUE = 0.4897E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4897E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 27 SUBSTEP 5 COMPLETED. CUM ITER = 447 *** TIME = 26.4563 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.2075E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7660E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7660E-01 DISP CONVERGENCE VALUE = 0.1500E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1500E-01 DISP CONVERGENCE VALUE = 0.1571E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1571E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 27 SUBSTEP 6 COMPLETED. CUM ITER = 450 *** TIME = 26.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.3050E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1080 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1080 DISP CONVERGENCE VALUE = 0.2228E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2228E-01 DISP CONVERGENCE VALUE = 0.7612E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.7612E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 27 SUBSTEP 7 COMPLETED. CUM ITER = 453 *** TIME = 27.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.3414E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:57:27 JUN 04, 2014 CP= 214.221 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.610 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.610 DISP CONVERGENCE VALUE = 0.1824E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1824E-01 DISP CONVERGENCE VALUE = 0.5248E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.5248E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 28 SUBSTEP 1 COMPLETED. CUM ITER = 456 *** TIME = 27.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.6279E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3968E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3968E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 28 SUBSTEP 2 COMPLETED. CUM ITER = 457 *** TIME = 27.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.6253E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7371E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7371E-02 DISP CONVERGENCE VALUE = 0.5015E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.5015E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 28 SUBSTEP 3 COMPLETED. CUM ITER = 459 *** TIME = 27.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.9317E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1634E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1634E-01 DISP CONVERGENCE VALUE = 0.1014E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1014E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 28 SUBSTEP 4 COMPLETED. CUM ITER = 461 *** TIME = 27.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1386E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3503E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3503E-01 DISP CONVERGENCE VALUE = 0.6130E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6130E-02 DISP CONVERGENCE VALUE = 0.1391E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1391E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 28 SUBSTEP 5 COMPLETED. CUM ITER = 464 *** TIME = 27.4563 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.2052E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7418E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7418E-01 DISP CONVERGENCE VALUE = 0.1717E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1717E-01 DISP CONVERGENCE VALUE = 0.4678E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4678E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 28 SUBSTEP 6 COMPLETED. CUM ITER = 467 *** TIME = 27.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.3020E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1051 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1051 DISP CONVERGENCE VALUE = 0.2328E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2328E-01 DISP CONVERGENCE VALUE = 0.2166E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2166E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 28 SUBSTEP 7 COMPLETED. CUM ITER = 470 *** TIME = 28.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.3384E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:57:32 JUN 04, 2014 CP= 222.613 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.597 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.597 DISP CONVERGENCE VALUE = 0.1683E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1683E-01 DISP CONVERGENCE VALUE = 0.5080E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.5080E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 29 SUBSTEP 1 COMPLETED. CUM ITER = 473 *** TIME = 28.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.6206E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3859E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3859E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 29 SUBSTEP 2 COMPLETED. CUM ITER = 474 *** TIME = 28.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.6181E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7159E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7159E-02 DISP CONVERGENCE VALUE = 0.5238E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.5238E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 29 SUBSTEP 3 COMPLETED. CUM ITER = 476 *** TIME = 28.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.9213E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1595E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1595E-01 DISP CONVERGENCE VALUE = 0.1133E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1133E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 29 SUBSTEP 4 COMPLETED. CUM ITER = 478 *** TIME = 28.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1371E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3393E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3393E-01 DISP CONVERGENCE VALUE = 0.7114E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7114E-02 DISP CONVERGENCE VALUE = 0.1899E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1899E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 29 SUBSTEP 5 COMPLETED. CUM ITER = 481 *** TIME = 28.4563 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.2031E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7204E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7204E-01 DISP CONVERGENCE VALUE = 0.1893E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1893E-01 DISP CONVERGENCE VALUE = 0.4900E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4900E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 29 SUBSTEP 6 COMPLETED. CUM ITER = 484 *** TIME = 28.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.2990E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1026 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1026 DISP CONVERGENCE VALUE = 0.2467E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2467E-01 DISP CONVERGENCE VALUE = 0.4357E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4357E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 29 SUBSTEP 7 COMPLETED. CUM ITER = 487 *** TIME = 29.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.3353E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:57:38 JUN 04, 2014 CP= 232.254 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.583 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.583 DISP CONVERGENCE VALUE = 0.1556E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1556E-01 DISP CONVERGENCE VALUE = 0.4561E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4561E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 30 SUBSTEP 1 COMPLETED. CUM ITER = 490 *** TIME = 29.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.6135E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3749E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3749E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 30 SUBSTEP 2 COMPLETED. CUM ITER = 491 *** TIME = 29.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.6112E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6961E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6961E-02 DISP CONVERGENCE VALUE = 0.5831E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.5831E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 30 SUBSTEP 3 COMPLETED. CUM ITER = 493 *** TIME = 29.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.9111E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1553E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1553E-01 DISP CONVERGENCE VALUE = 0.1172E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1172E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 30 SUBSTEP 4 COMPLETED. CUM ITER = 495 *** TIME = 29.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1356E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3305E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3305E-01 DISP CONVERGENCE VALUE = 0.8141E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8141E-02 DISP CONVERGENCE VALUE = 0.3107E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3107E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 30 SUBSTEP 5 COMPLETED. CUM ITER = 498 *** TIME = 29.4563 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.2009E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7016E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7016E-01 DISP CONVERGENCE VALUE = 0.2064E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2064E-01 DISP CONVERGENCE VALUE = 0.3136E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.3136E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 30 SUBSTEP 6 COMPLETED. CUM ITER = 501 *** TIME = 29.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.2961E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1005 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1005 DISP CONVERGENCE VALUE = 0.2582E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2582E-01 DISP CONVERGENCE VALUE = 0.4784E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4784E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 30 SUBSTEP 7 COMPLETED. CUM ITER = 504 *** TIME = 30.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.3323E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:57:42 JUN 04, 2014 CP= 240.210 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.569 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.569 DISP CONVERGENCE VALUE = 0.1446E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1446E-01 DISP CONVERGENCE VALUE = 0.4355E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4355E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 31 SUBSTEP 1 COMPLETED. CUM ITER = 507 *** TIME = 30.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.6067E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3686E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3686E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 31 SUBSTEP 2 COMPLETED. CUM ITER = 508 *** TIME = 30.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.6044E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6829E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6829E-02 DISP CONVERGENCE VALUE = 0.5898E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.5898E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 31 SUBSTEP 3 COMPLETED. CUM ITER = 510 *** TIME = 30.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.9009E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1507E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1507E-01 DISP CONVERGENCE VALUE = 0.1502E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1502E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 31 SUBSTEP 4 COMPLETED. CUM ITER = 512 *** TIME = 30.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1341E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3214E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3214E-01 DISP CONVERGENCE VALUE = 0.8498E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8498E-02 DISP CONVERGENCE VALUE = 0.1490E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1490E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 31 SUBSTEP 5 COMPLETED. CUM ITER = 515 *** TIME = 30.4563 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.1989E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6860E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6860E-01 DISP CONVERGENCE VALUE = 0.2131E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2131E-01 DISP CONVERGENCE VALUE = 0.4322E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4322E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 31 SUBSTEP 6 COMPLETED. CUM ITER = 518 *** TIME = 30.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.2932E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.9850E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9850E-01 DISP CONVERGENCE VALUE = 0.2849E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2849E-01 DISP CONVERGENCE VALUE = 0.1658E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1658E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 31 SUBSTEP 7 COMPLETED. CUM ITER = 521 *** TIME = 31.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.3293E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:57:47 JUN 04, 2014 CP= 248.432 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.554 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.554 DISP CONVERGENCE VALUE = 0.1341E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1341E-01 DISP CONVERGENCE VALUE = 0.4342E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4342E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 32 SUBSTEP 1 COMPLETED. CUM ITER = 524 *** TIME = 31.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.5998E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3579E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3579E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 32 SUBSTEP 2 COMPLETED. CUM ITER = 525 *** TIME = 31.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.5977E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6648E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6648E-02 DISP CONVERGENCE VALUE = 0.6056E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.6056E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 32 SUBSTEP 3 COMPLETED. CUM ITER = 527 *** TIME = 31.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.8913E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1470E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1470E-01 DISP CONVERGENCE VALUE = 0.1819E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1819E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 32 SUBSTEP 4 COMPLETED. CUM ITER = 529 *** TIME = 31.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1327E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3147E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3147E-01 DISP CONVERGENCE VALUE = 0.9091E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9091E-02 DISP CONVERGENCE VALUE = 0.1975E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1975E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 32 SUBSTEP 5 COMPLETED. CUM ITER = 532 *** TIME = 31.4563 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.1968E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6693E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6693E-01 DISP CONVERGENCE VALUE = 0.2302E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2302E-01 DISP CONVERGENCE VALUE = 0.4720E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4720E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 32 SUBSTEP 6 COMPLETED. CUM ITER = 535 *** TIME = 31.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.2903E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29062 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.9696E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9696E-01 DISP CONVERGENCE VALUE = 0.3060E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3060E-01 DISP CONVERGENCE VALUE = 0.4652E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4652E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 32 SUBSTEP 7 COMPLETED. CUM ITER = 538 *** TIME = 32.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.3263E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:57:51 JUN 04, 2014 CP= 256.481 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.538 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.538 DISP CONVERGENCE VALUE = 0.1262E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1262E-01 DISP CONVERGENCE VALUE = 0.5167E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.5167E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 33 SUBSTEP 1 COMPLETED. CUM ITER = 541 *** TIME = 32.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.5932E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3503E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3503E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 33 SUBSTEP 2 COMPLETED. CUM ITER = 542 *** TIME = 32.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.5913E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6532E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6532E-02 DISP CONVERGENCE VALUE = 0.6517E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.6517E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 33 SUBSTEP 3 COMPLETED. CUM ITER = 544 *** TIME = 32.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.8815E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1437E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1437E-01 DISP CONVERGENCE VALUE = 0.2055E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2055E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 33 SUBSTEP 4 COMPLETED. CUM ITER = 546 *** TIME = 32.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1313E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3070E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3070E-01 DISP CONVERGENCE VALUE = 0.9642E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9642E-02 DISP CONVERGENCE VALUE = 0.7944E-06 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.7944E-06 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 33 SUBSTEP 5 COMPLETED. CUM ITER = 549 *** TIME = 32.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.1948E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6549E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6549E-01 DISP CONVERGENCE VALUE = 0.2380E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2380E-01 DISP CONVERGENCE VALUE = 0.5986E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.5986E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 33 SUBSTEP 6 COMPLETED. CUM ITER = 552 *** TIME = 32.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.2875E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.9517E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9517E-01 DISP CONVERGENCE VALUE = 0.3246E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3246E-01 DISP CONVERGENCE VALUE = 0.2569E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2569E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 33 SUBSTEP 7 COMPLETED. CUM ITER = 555 *** TIME = 33.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.3233E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:57:56 JUN 04, 2014 CP= 265.171 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.523 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.523 DISP CONVERGENCE VALUE = 0.1175E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1175E-01 DISP CONVERGENCE VALUE = 0.4172E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4172E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 34 SUBSTEP 1 COMPLETED. CUM ITER = 558 *** TIME = 33.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.5866E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3446E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3446E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 34 SUBSTEP 2 COMPLETED. CUM ITER = 559 *** TIME = 33.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.5847E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6399E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6399E-02 DISP CONVERGENCE VALUE = 0.6528E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.6528E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 34 SUBSTEP 3 COMPLETED. CUM ITER = 561 *** TIME = 33.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.8719E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1402E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1402E-01 DISP CONVERGENCE VALUE = 0.2394E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2394E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 34 SUBSTEP 4 COMPLETED. CUM ITER = 563 *** TIME = 33.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.1299E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2999E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2999E-01 DISP CONVERGENCE VALUE = 0.9496E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9496E-02 DISP CONVERGENCE VALUE = 0.1322E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1322E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 34 SUBSTEP 5 COMPLETED. CUM ITER = 566 *** TIME = 33.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.1928E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6414E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6414E-01 DISP CONVERGENCE VALUE = 0.2400E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2400E-01 DISP CONVERGENCE VALUE = 0.6501E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.6501E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 34 SUBSTEP 6 COMPLETED. CUM ITER = 569 *** TIME = 33.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.3903E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.9361E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9361E-01 DISP CONVERGENCE VALUE = 0.2196E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2196E-01 DISP CONVERGENCE VALUE = 0.3446E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3446E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 34 SUBSTEP 7 COMPLETED. CUM ITER = 572 *** TIME = 34.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.7920E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:58:01 JUN 04, 2014 CP= 274.047 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.536 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.536 DISP CONVERGENCE VALUE = 0.1654E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1654E-01 DISP CONVERGENCE VALUE = 0.1193E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1193E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 35 SUBSTEP 1 COMPLETED. CUM ITER = 575 *** TIME = 34.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1548E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3225E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3225E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 35 SUBSTEP 2 COMPLETED. CUM ITER = 576 *** TIME = 34.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1549E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.8479E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8479E-02 DISP CONVERGENCE VALUE = 0.5830E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.5830E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 35 SUBSTEP 3 COMPLETED. CUM ITER = 578 *** TIME = 34.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2814E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1633E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1633E-01 DISP CONVERGENCE VALUE = 0.2900E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2900E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 35 SUBSTEP 4 COMPLETED. CUM ITER = 580 *** TIME = 34.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.4466E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3076E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3076E-01 DISP CONVERGENCE VALUE = 0.1132E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1132E-01 DISP CONVERGENCE VALUE = 0.3085E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.3085E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 35 SUBSTEP 5 COMPLETED. CUM ITER = 583 *** TIME = 34.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.6416E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6729E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6729E-01 DISP CONVERGENCE VALUE = 0.2434E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2434E-01 DISP CONVERGENCE VALUE = 0.1524E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1524E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 35 SUBSTEP 6 COMPLETED. CUM ITER = 586 *** TIME = 34.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.9180E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.9841E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9841E-01 DISP CONVERGENCE VALUE = 0.3134E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3134E-01 DISP CONVERGENCE VALUE = 0.3547E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3547E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 35 SUBSTEP 7 COMPLETED. CUM ITER = 589 *** TIME = 35.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1003E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:58:06 JUN 04, 2014 CP= 283.579 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.576 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.576 DISP CONVERGENCE VALUE = 0.3369E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3369E-01 DISP CONVERGENCE VALUE = 0.1511E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1511E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 36 SUBSTEP 1 COMPLETED. CUM ITER = 592 *** TIME = 35.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1900E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3249E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3249E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 36 SUBSTEP 2 COMPLETED. CUM ITER = 593 *** TIME = 35.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2001E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5681E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5681E-02 DISP CONVERGENCE VALUE = 0.2233E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2233E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 36 SUBSTEP 3 COMPLETED. CUM ITER = 595 *** TIME = 35.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2909E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1373E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1373E-01 DISP CONVERGENCE VALUE = 0.6839E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6839E-02 DISP CONVERGENCE VALUE = 0.3625E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3625E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 36 SUBSTEP 4 COMPLETED. CUM ITER = 598 *** TIME = 35.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.4114E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3127E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3127E-01 DISP CONVERGENCE VALUE = 0.1763E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1763E-01 DISP CONVERGENCE VALUE = 0.4773E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4773E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 36 SUBSTEP 5 COMPLETED. CUM ITER = 601 *** TIME = 35.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.5706E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6947E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6947E-01 DISP CONVERGENCE VALUE = 0.3295E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3295E-01 DISP CONVERGENCE VALUE = 0.2028E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2028E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 36 SUBSTEP 6 COMPLETED. CUM ITER = 604 *** TIME = 35.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.8303E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1001 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1001 DISP CONVERGENCE VALUE = 0.3599E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3599E-01 DISP CONVERGENCE VALUE = 0.4044E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4044E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 36 SUBSTEP 7 COMPLETED. CUM ITER = 607 *** TIME = 36.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.9236E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:58:12 JUN 04, 2014 CP= 292.923 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.616 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.616 DISP CONVERGENCE VALUE = 0.4030E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4030E-01 DISP CONVERGENCE VALUE = 0.4568E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4568E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 37 SUBSTEP 1 COMPLETED. CUM ITER = 610 *** TIME = 36.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1852E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3114E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3114E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 37 SUBSTEP 2 COMPLETED. CUM ITER = 611 *** TIME = 36.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1792E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6005E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6005E-02 DISP CONVERGENCE VALUE = 0.3503E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3503E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 37 SUBSTEP 3 COMPLETED. CUM ITER = 613 *** TIME = 36.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2759E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1376E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1376E-01 DISP CONVERGENCE VALUE = 0.7794E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7794E-02 DISP CONVERGENCE VALUE = 0.6715E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.6715E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 37 SUBSTEP 4 COMPLETED. CUM ITER = 616 *** TIME = 36.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.3624E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3157E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3157E-01 DISP CONVERGENCE VALUE = 0.1988E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1988E-01 DISP CONVERGENCE VALUE = 0.9736E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.9736E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 37 SUBSTEP 5 COMPLETED. CUM ITER = 619 *** TIME = 36.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.5388E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6942E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6942E-01 DISP CONVERGENCE VALUE = 0.3415E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3415E-01 DISP CONVERGENCE VALUE = 0.3234E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3234E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 37 SUBSTEP 6 COMPLETED. CUM ITER = 622 *** TIME = 36.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.7864E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.9961E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9961E-01 DISP CONVERGENCE VALUE = 0.3643E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3643E-01 DISP CONVERGENCE VALUE = 0.3348E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3348E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 37 SUBSTEP 7 COMPLETED. CUM ITER = 625 *** TIME = 37.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.8750E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:58:17 JUN 04, 2014 CP= 302.486 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.655 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.655 DISP CONVERGENCE VALUE = 0.3891E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3891E-01 DISP CONVERGENCE VALUE = 0.3891E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3891E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 38 SUBSTEP 1 COMPLETED. CUM ITER = 628 *** TIME = 37.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1738E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3115E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3115E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 38 SUBSTEP 2 COMPLETED. CUM ITER = 629 *** TIME = 37.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1585E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5824E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5824E-02 DISP CONVERGENCE VALUE = 0.4821E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4821E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 38 SUBSTEP 3 COMPLETED. CUM ITER = 631 *** TIME = 37.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2565E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1433E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1433E-01 DISP CONVERGENCE VALUE = 0.8404E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8404E-02 DISP CONVERGENCE VALUE = 0.1168E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1168E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 38 SUBSTEP 4 COMPLETED. CUM ITER = 634 *** TIME = 37.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.3413E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3146E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3146E-01 DISP CONVERGENCE VALUE = 0.2142E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2142E-01 DISP CONVERGENCE VALUE = 0.9123E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.9123E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 38 SUBSTEP 5 COMPLETED. CUM ITER = 637 *** TIME = 37.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.5086E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6846E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6846E-01 DISP CONVERGENCE VALUE = 0.3465E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3465E-01 DISP CONVERGENCE VALUE = 0.1825E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1825E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 38 SUBSTEP 6 COMPLETED. CUM ITER = 640 *** TIME = 37.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.7402E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.9792E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9792E-01 DISP CONVERGENCE VALUE = 0.3552E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3552E-01 DISP CONVERGENCE VALUE = 0.4213E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4213E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 38 SUBSTEP 7 COMPLETED. CUM ITER = 643 *** TIME = 38.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.8364E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:58:22 JUN 04, 2014 CP= 311.284 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.694 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.694 DISP CONVERGENCE VALUE = 0.3447E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3447E-01 DISP CONVERGENCE VALUE = 0.7898E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.7898E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 39 SUBSTEP 1 COMPLETED. CUM ITER = 646 *** TIME = 38.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1656E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3082E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3082E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 39 SUBSTEP 2 COMPLETED. CUM ITER = 647 *** TIME = 38.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1657E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5773E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5773E-02 DISP CONVERGENCE VALUE = 0.5267E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5267E-02 DISP CONVERGENCE VALUE = 0.1225E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1225E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 39 SUBSTEP 3 COMPLETED. CUM ITER = 650 *** TIME = 38.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2248E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.75000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.7847E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7847E-02 DISP CONVERGENCE VALUE = 0.4293E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4293E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 39 SUBSTEP 4 COMPLETED. CUM ITER = 652 *** TIME = 38.2500 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2449E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1416E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1416E-01 DISP CONVERGENCE VALUE = 0.1018E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1018E-01 DISP CONVERGENCE VALUE = 0.2239E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2239E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 39 SUBSTEP 5 COMPLETED. CUM ITER = 655 *** TIME = 38.3625 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.3319E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3202E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3202E-01 DISP CONVERGENCE VALUE = 0.2227E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2227E-01 DISP CONVERGENCE VALUE = 0.3082E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3082E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 39 SUBSTEP 6 COMPLETED. CUM ITER = 658 *** TIME = 38.5312 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.5107E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6704E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6704E-01 DISP CONVERGENCE VALUE = 0.3407E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3407E-01 DISP CONVERGENCE VALUE = 0.2314E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2314E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 39 SUBSTEP 7 COMPLETED. CUM ITER = 661 *** TIME = 38.7844 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.7275E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.21563 DECREASED (FACTOR = 0.8519) DISP CONVERGENCE VALUE = 0.6305E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6305E-01 DISP CONVERGENCE VALUE = 0.2999E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2999E-01 DISP CONVERGENCE VALUE = 0.3550E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3550E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 39 SUBSTEP 8 COMPLETED. CUM ITER = 664 *** TIME = 39.0000 TIME INC = 0.215625 *** MAX PLASTIC STRAIN STEP = 0.5906E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:58:28 JUN 04, 2014 CP= 321.393 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.732 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.732 DISP CONVERGENCE VALUE = 0.3742E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3742E-01 DISP CONVERGENCE VALUE = 0.8508E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.8508E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 40 SUBSTEP 1 COMPLETED. CUM ITER = 667 *** TIME = 39.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1462E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3045E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3045E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 40 SUBSTEP 2 COMPLETED. CUM ITER = 668 *** TIME = 39.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1606E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5571E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5571E-02 DISP CONVERGENCE VALUE = 0.6086E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6086E-02 DISP CONVERGENCE VALUE = 0.1552E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1552E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 40 SUBSTEP 3 COMPLETED. CUM ITER = 671 *** TIME = 39.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2367E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.75000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.8734E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8734E-02 DISP CONVERGENCE VALUE = 0.4636E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4636E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 40 SUBSTEP 4 COMPLETED. CUM ITER = 673 *** TIME = 39.2500 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2155E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1524E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1524E-01 DISP CONVERGENCE VALUE = 0.1099E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1099E-01 DISP CONVERGENCE VALUE = 0.4908E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4908E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 40 SUBSTEP 5 COMPLETED. CUM ITER = 676 *** TIME = 39.3625 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.3535E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3231E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3231E-01 DISP CONVERGENCE VALUE = 0.2236E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2236E-01 DISP CONVERGENCE VALUE = 0.9196E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.9196E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 40 SUBSTEP 6 COMPLETED. CUM ITER = 679 *** TIME = 39.5312 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.4749E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6532E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6532E-01 DISP CONVERGENCE VALUE = 0.3244E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3244E-01 DISP CONVERGENCE VALUE = 0.2053E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2053E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 40 SUBSTEP 7 COMPLETED. CUM ITER = 682 *** TIME = 39.7844 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.7001E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.21563 DECREASED (FACTOR = 0.8519) DISP CONVERGENCE VALUE = 0.6150E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6150E-01 DISP CONVERGENCE VALUE = 0.2853E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2853E-01 DISP CONVERGENCE VALUE = 0.1594E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1594E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 40 SUBSTEP 8 COMPLETED. CUM ITER = 685 *** TIME = 40.0000 TIME INC = 0.215625 *** MAX PLASTIC STRAIN STEP = 0.6333E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:58:33 JUN 04, 2014 CP= 331.299 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.770 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.770 DISP CONVERGENCE VALUE = 0.4003E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4003E-01 DISP CONVERGENCE VALUE = 0.9596E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.9596E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 41 SUBSTEP 1 COMPLETED. CUM ITER = 688 *** TIME = 40.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1425E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3098E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3098E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 41 SUBSTEP 2 COMPLETED. CUM ITER = 689 *** TIME = 40.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1558E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5504E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5504E-02 DISP CONVERGENCE VALUE = 0.6902E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6902E-02 DISP CONVERGENCE VALUE = 0.2081E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2081E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 41 SUBSTEP 3 COMPLETED. CUM ITER = 692 *** TIME = 40.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2303E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.75000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.9360E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9360E-02 DISP CONVERGENCE VALUE = 0.4871E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4871E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 41 SUBSTEP 4 COMPLETED. CUM ITER = 694 *** TIME = 40.2500 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2107E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1578E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1578E-01 DISP CONVERGENCE VALUE = 0.1152E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1152E-01 DISP CONVERGENCE VALUE = 0.3528E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.3528E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 41 SUBSTEP 5 COMPLETED. CUM ITER = 697 *** TIME = 40.3625 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.3434E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3315E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3315E-01 DISP CONVERGENCE VALUE = 0.2242E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2242E-01 DISP CONVERGENCE VALUE = 0.5405E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.5405E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 41 SUBSTEP 6 COMPLETED. CUM ITER = 700 *** TIME = 40.5312 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.4640E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6380E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6380E-01 DISP CONVERGENCE VALUE = 0.3036E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3036E-01 DISP CONVERGENCE VALUE = 0.6237E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.6237E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 41 SUBSTEP 7 COMPLETED. CUM ITER = 703 *** TIME = 40.7844 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.6840E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.21563 DECREASED (FACTOR = 0.8519) DISP CONVERGENCE VALUE = 0.5995E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5995E-01 DISP CONVERGENCE VALUE = 0.2633E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2633E-01 DISP CONVERGENCE VALUE = 0.1127E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1127E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 41 SUBSTEP 8 COMPLETED. CUM ITER = 706 *** TIME = 41.0000 TIME INC = 0.215625 *** MAX PLASTIC STRAIN STEP = 0.5724E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:58:39 JUN 04, 2014 CP= 341.127 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.807 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.807 DISP CONVERGENCE VALUE = 0.4272E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4272E-01 DISP CONVERGENCE VALUE = 0.1053E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1053E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 42 SUBSTEP 1 COMPLETED. CUM ITER = 709 *** TIME = 41.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1514E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3283E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3283E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 42 SUBSTEP 2 COMPLETED. CUM ITER = 710 *** TIME = 41.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1457E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5577E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5577E-02 DISP CONVERGENCE VALUE = 0.7482E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7482E-02 DISP CONVERGENCE VALUE = 0.2568E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2568E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 42 SUBSTEP 3 COMPLETED. CUM ITER = 713 *** TIME = 41.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2200E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.75000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.9894E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9894E-02 DISP CONVERGENCE VALUE = 0.5290E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5290E-02 DISP CONVERGENCE VALUE = 0.9377E-06 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.9377E-06 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 42 SUBSTEP 4 COMPLETED. CUM ITER = 716 *** TIME = 41.2500 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2252E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1639E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1639E-01 DISP CONVERGENCE VALUE = 0.1211E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1211E-01 DISP CONVERGENCE VALUE = 0.4344E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4344E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 42 SUBSTEP 5 COMPLETED. CUM ITER = 719 *** TIME = 41.3625 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.3149E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3344E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3344E-01 DISP CONVERGENCE VALUE = 0.2238E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2238E-01 DISP CONVERGENCE VALUE = 0.6885E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.6885E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 42 SUBSTEP 6 COMPLETED. CUM ITER = 722 *** TIME = 41.5312 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.5018E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6225E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6225E-01 DISP CONVERGENCE VALUE = 0.2819E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2819E-01 DISP CONVERGENCE VALUE = 0.2460E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2460E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 42 SUBSTEP 7 COMPLETED. CUM ITER = 725 *** TIME = 41.7844 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.7198E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.21563 DECREASED (FACTOR = 0.8519) DISP CONVERGENCE VALUE = 0.5827E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5827E-01 DISP CONVERGENCE VALUE = 0.2427E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2427E-01 DISP CONVERGENCE VALUE = 0.1763E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1763E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 42 SUBSTEP 8 COMPLETED. CUM ITER = 728 *** TIME = 42.0000 TIME INC = 0.215625 *** MAX PLASTIC STRAIN STEP = 0.6167E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:58:45 JUN 04, 2014 CP= 351.985 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.844 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.844 DISP CONVERGENCE VALUE = 0.4554E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4554E-01 DISP CONVERGENCE VALUE = 0.1115E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1115E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 43 SUBSTEP 1 COMPLETED. CUM ITER = 731 *** TIME = 42.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1408E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3582E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3582E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 43 SUBSTEP 2 COMPLETED. CUM ITER = 732 *** TIME = 42.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1494E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5360E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5360E-02 DISP CONVERGENCE VALUE = 0.8124E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8124E-02 DISP CONVERGENCE VALUE = 0.3172E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.3172E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 43 SUBSTEP 3 COMPLETED. CUM ITER = 735 *** TIME = 42.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2211E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.75000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.1045E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1045E-01 DISP CONVERGENCE VALUE = 0.5623E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5623E-02 DISP CONVERGENCE VALUE = 0.9658E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.9658E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 43 SUBSTEP 4 COMPLETED. CUM ITER = 738 *** TIME = 42.2500 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2218E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1703E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1703E-01 DISP CONVERGENCE VALUE = 0.1207E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1207E-01 DISP CONVERGENCE VALUE = 0.1047E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1047E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 43 SUBSTEP 5 COMPLETED. CUM ITER = 741 *** TIME = 42.3625 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.3022E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3250E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3250E-01 DISP CONVERGENCE VALUE = 0.2126E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2126E-01 DISP CONVERGENCE VALUE = 0.1218E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1218E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 43 SUBSTEP 6 COMPLETED. CUM ITER = 744 *** TIME = 42.5312 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.4896E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6064E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6064E-01 DISP CONVERGENCE VALUE = 0.2595E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2595E-01 DISP CONVERGENCE VALUE = 0.5584E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.5584E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 43 SUBSTEP 7 COMPLETED. CUM ITER = 747 *** TIME = 42.7844 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.7260E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.21563 DECREASED (FACTOR = 0.8519) DISP CONVERGENCE VALUE = 0.5759E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5759E-01 DISP CONVERGENCE VALUE = 0.2310E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2310E-01 DISP CONVERGENCE VALUE = 0.1427E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1427E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 43 SUBSTEP 8 COMPLETED. CUM ITER = 750 *** TIME = 43.0000 TIME INC = 0.215625 *** MAX PLASTIC STRAIN STEP = 0.6194E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:58:52 JUN 04, 2014 CP= 363.014 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.880 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.880 DISP CONVERGENCE VALUE = 0.4816E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4816E-01 DISP CONVERGENCE VALUE = 0.1207E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1207E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 44 SUBSTEP 1 COMPLETED. CUM ITER = 753 *** TIME = 43.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1387E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3920E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3920E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 44 SUBSTEP 2 COMPLETED. CUM ITER = 754 *** TIME = 43.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1471E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5312E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5312E-02 DISP CONVERGENCE VALUE = 0.8572E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8572E-02 DISP CONVERGENCE VALUE = 0.3685E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.3685E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 44 SUBSTEP 3 COMPLETED. CUM ITER = 757 *** TIME = 43.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2190E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.75000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.1099E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1099E-01 DISP CONVERGENCE VALUE = 0.5804E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5804E-02 DISP CONVERGENCE VALUE = 0.1614E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1614E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 44 SUBSTEP 4 COMPLETED. CUM ITER = 760 *** TIME = 43.2500 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2197E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1730E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1730E-01 DISP CONVERGENCE VALUE = 0.1213E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1213E-01 DISP CONVERGENCE VALUE = 0.6004E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.6004E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 44 SUBSTEP 5 COMPLETED. CUM ITER = 763 *** TIME = 43.3625 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.2946E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3154E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3154E-01 DISP CONVERGENCE VALUE = 0.2015E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2015E-01 DISP CONVERGENCE VALUE = 0.6810E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.6810E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 44 SUBSTEP 6 COMPLETED. CUM ITER = 766 *** TIME = 43.5312 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.4908E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5976E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5976E-01 DISP CONVERGENCE VALUE = 0.2400E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2400E-01 DISP CONVERGENCE VALUE = 0.6262E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.6262E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 44 SUBSTEP 7 COMPLETED. CUM ITER = 769 *** TIME = 43.7844 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.7100E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.21563 DECREASED (FACTOR = 0.8519) DISP CONVERGENCE VALUE = 0.5697E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5697E-01 DISP CONVERGENCE VALUE = 0.2206E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2206E-01 DISP CONVERGENCE VALUE = 0.1415E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1415E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 44 SUBSTEP 8 COMPLETED. CUM ITER = 772 *** TIME = 44.0000 TIME INC = 0.215625 *** MAX PLASTIC STRAIN STEP = 0.5815E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:58:58 JUN 04, 2014 CP= 373.794 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.916 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.916 DISP CONVERGENCE VALUE = 0.5086E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5086E-01 DISP CONVERGENCE VALUE = 0.1287E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1287E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 45 SUBSTEP 1 COMPLETED. CUM ITER = 775 *** TIME = 44.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1460E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.4146E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4146E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 45 SUBSTEP 2 COMPLETED. CUM ITER = 776 *** TIME = 44.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1388E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5340E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5340E-02 DISP CONVERGENCE VALUE = 0.8878E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8878E-02 DISP CONVERGENCE VALUE = 0.4195E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4195E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 45 SUBSTEP 3 COMPLETED. CUM ITER = 779 *** TIME = 44.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2138E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.75000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.1130E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1130E-01 DISP CONVERGENCE VALUE = 0.5893E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5893E-02 DISP CONVERGENCE VALUE = 0.2046E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2046E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 45 SUBSTEP 4 COMPLETED. CUM ITER = 782 *** TIME = 44.2500 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2187E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1720E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1720E-01 DISP CONVERGENCE VALUE = 0.1194E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1194E-01 DISP CONVERGENCE VALUE = 0.6121E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.6121E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 45 SUBSTEP 5 COMPLETED. CUM ITER = 785 *** TIME = 44.3625 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.3206E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3105E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3105E-01 DISP CONVERGENCE VALUE = 0.1863E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1863E-01 DISP CONVERGENCE VALUE = 0.2603E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2603E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 45 SUBSTEP 6 COMPLETED. CUM ITER = 788 *** TIME = 44.5312 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.4811E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5912E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5912E-01 DISP CONVERGENCE VALUE = 0.2293E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2293E-01 DISP CONVERGENCE VALUE = 0.6614E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.6614E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 45 SUBSTEP 7 COMPLETED. CUM ITER = 791 *** TIME = 44.7844 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.6531E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.21563 DECREASED (FACTOR = 0.8519) DISP CONVERGENCE VALUE = 0.5629E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5629E-01 DISP CONVERGENCE VALUE = 0.1988E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1988E-01 DISP CONVERGENCE VALUE = 0.4321E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4321E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 45 SUBSTEP 8 COMPLETED. CUM ITER = 794 *** TIME = 45.0000 TIME INC = 0.215625 *** MAX PLASTIC STRAIN STEP = 0.5756E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:59:04 JUN 04, 2014 CP= 384.137 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.951 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.951 DISP CONVERGENCE VALUE = 0.5385E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5385E-01 DISP CONVERGENCE VALUE = 0.1395E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1395E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 46 SUBSTEP 1 COMPLETED. CUM ITER = 797 *** TIME = 45.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1457E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.4131E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4131E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 46 SUBSTEP 2 COMPLETED. CUM ITER = 798 *** TIME = 45.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1468E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5263E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5263E-02 DISP CONVERGENCE VALUE = 0.9041E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9041E-02 DISP CONVERGENCE VALUE = 0.1438E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1438E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 46 SUBSTEP 3 COMPLETED. CUM ITER = 801 *** TIME = 45.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2137E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.75000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.1185E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1185E-01 DISP CONVERGENCE VALUE = 0.5747E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5747E-02 DISP CONVERGENCE VALUE = 0.1338E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1338E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 46 SUBSTEP 4 COMPLETED. CUM ITER = 804 *** TIME = 45.2500 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.1970E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1703E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1703E-01 DISP CONVERGENCE VALUE = 0.1156E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1156E-01 DISP CONVERGENCE VALUE = 0.1675E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1675E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 46 SUBSTEP 5 COMPLETED. CUM ITER = 807 *** TIME = 45.3625 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.3265E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3021E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3021E-01 DISP CONVERGENCE VALUE = 0.1718E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1718E-01 DISP CONVERGENCE VALUE = 0.1605E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1605E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 46 SUBSTEP 6 COMPLETED. CUM ITER = 810 *** TIME = 45.5312 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.4579E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5852E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5852E-01 DISP CONVERGENCE VALUE = 0.2080E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2080E-01 DISP CONVERGENCE VALUE = 0.2706E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2706E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 46 SUBSTEP 7 COMPLETED. CUM ITER = 813 *** TIME = 45.7844 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.7175E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.21563 DECREASED (FACTOR = 0.8519) DISP CONVERGENCE VALUE = 0.5490E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5490E-01 DISP CONVERGENCE VALUE = 0.1211E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1211E-01 DISP CONVERGENCE VALUE = 0.1332E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1332E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 46 SUBSTEP 8 COMPLETED. CUM ITER = 816 *** TIME = 46.0000 TIME INC = 0.215625 *** MAX PLASTIC STRAIN STEP = 0.7852E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:59:10 JUN 04, 2014 CP= 395.416 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 1.985 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.985 DISP CONVERGENCE VALUE = 0.6053E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6053E-01 DISP CONVERGENCE VALUE = 0.1684E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1684E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 47 SUBSTEP 1 COMPLETED. CUM ITER = 819 *** TIME = 46.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2037E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.4711E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4711E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 47 SUBSTEP 2 COMPLETED. CUM ITER = 820 *** TIME = 46.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2075E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5167E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5167E-02 DISP CONVERGENCE VALUE = 0.7610E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7610E-02 DISP CONVERGENCE VALUE = 0.4295E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4295E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 47 SUBSTEP 3 COMPLETED. CUM ITER = 823 *** TIME = 46.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.3103E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.75000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.1363E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1363E-01 DISP CONVERGENCE VALUE = 0.2999E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2999E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 47 SUBSTEP 4 COMPLETED. CUM ITER = 825 *** TIME = 46.2500 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.4341E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1528E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1528E-01 DISP CONVERGENCE VALUE = 0.4860E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4860E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 47 SUBSTEP 5 COMPLETED. CUM ITER = 827 *** TIME = 46.3625 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.6376E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2718E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2718E-01 DISP CONVERGENCE VALUE = 0.7661E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7661E-02 DISP CONVERGENCE VALUE = 0.1306E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1306E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 47 SUBSTEP 6 COMPLETED. CUM ITER = 830 *** TIME = 46.5312 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.9265E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6179E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6179E-01 DISP CONVERGENCE VALUE = 0.1582E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1582E-01 DISP CONVERGENCE VALUE = 0.1403E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1403E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 47 SUBSTEP 7 COMPLETED. CUM ITER = 833 *** TIME = 46.7844 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1337E-03 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.21563 DECREASED (FACTOR = 0.8519) DISP CONVERGENCE VALUE = 0.5910E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5910E-01 DISP CONVERGENCE VALUE = 0.1857E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1857E-01 DISP CONVERGENCE VALUE = 0.1190E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1190E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 47 SUBSTEP 8 COMPLETED. CUM ITER = 836 *** TIME = 47.0000 TIME INC = 0.215625 *** MAX PLASTIC STRAIN STEP = 0.1108E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:59:16 JUN 04, 2014 CP= 405.447 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.019 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.019 DISP CONVERGENCE VALUE = 0.9434E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9434E-01 DISP CONVERGENCE VALUE = 0.1831E-01 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1831E-01 DISP CONVERGENCE VALUE = 0.1075E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1075E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 48 SUBSTEP 1 COMPLETED. CUM ITER = 840 *** TIME = 47.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2754E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.5438E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5438E-02 DISP CONVERGENCE VALUE = 0.4122E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4122E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 48 SUBSTEP 2 COMPLETED. CUM ITER = 842 *** TIME = 47.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2735E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1254E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1254E-01 DISP CONVERGENCE VALUE = 0.1015E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1015E-01 DISP CONVERGENCE VALUE = 0.9387E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.9387E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 48 SUBSTEP 3 COMPLETED. CUM ITER = 845 *** TIME = 47.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.4056E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1841E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1841E-01 DISP CONVERGENCE VALUE = 0.1339E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1339E-01 DISP CONVERGENCE VALUE = 0.1471E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1471E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 48 SUBSTEP 4 COMPLETED. CUM ITER = 848 *** TIME = 47.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.5863E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3163E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3163E-01 DISP CONVERGENCE VALUE = 0.1796E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1796E-01 DISP CONVERGENCE VALUE = 0.2517E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2517E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 48 SUBSTEP 5 COMPLETED. CUM ITER = 851 *** TIME = 47.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.8662E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6143E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6143E-01 DISP CONVERGENCE VALUE = 0.2128E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2128E-01 DISP CONVERGENCE VALUE = 0.1362E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1362E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 48 SUBSTEP 6 COMPLETED. CUM ITER = 854 *** TIME = 47.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1267E-03 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.9006E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9006E-01 DISP CONVERGENCE VALUE = 0.2136E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2136E-01 DISP CONVERGENCE VALUE = 0.3804E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3804E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 48 SUBSTEP 7 COMPLETED. CUM ITER = 857 *** TIME = 48.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1416E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:59:21 JUN 04, 2014 CP= 415.602 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.052 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.052 DISP CONVERGENCE VALUE = 0.1065 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1065 DISP CONVERGENCE VALUE = 0.2416E-01 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2416E-01 DISP CONVERGENCE VALUE = 0.1914E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1914E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 49 SUBSTEP 1 COMPLETED. CUM ITER = 861 *** TIME = 48.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2531E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3846E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3846E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 49 SUBSTEP 2 COMPLETED. CUM ITER = 862 *** TIME = 48.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2594E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5799E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5799E-02 DISP CONVERGENCE VALUE = 0.5644E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5644E-02 DISP CONVERGENCE VALUE = 0.6502E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.6502E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 49 SUBSTEP 3 COMPLETED. CUM ITER = 865 *** TIME = 48.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.3806E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.75000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.1349E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1349E-01 DISP CONVERGENCE VALUE = 0.7741E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7741E-02 DISP CONVERGENCE VALUE = 0.2725E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2725E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 49 SUBSTEP 4 COMPLETED. CUM ITER = 868 *** TIME = 48.2500 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.3808E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2583E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2583E-01 DISP CONVERGENCE VALUE = 0.2011E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2011E-01 DISP CONVERGENCE VALUE = 0.8877E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.8877E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 49 SUBSTEP 5 COMPLETED. CUM ITER = 871 *** TIME = 48.3625 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.5592E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5689E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5689E-01 DISP CONVERGENCE VALUE = 0.4613E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4613E-01 DISP CONVERGENCE VALUE = 0.3763E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3763E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 49 SUBSTEP 6 COMPLETED. CUM ITER = 874 *** TIME = 48.5312 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.8345E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7003E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7003E-01 DISP CONVERGENCE VALUE = 0.4402E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4402E-01 DISP CONVERGENCE VALUE = 0.1812E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1812E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 49 SUBSTEP 7 COMPLETED. CUM ITER = 877 *** TIME = 48.7844 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1217E-03 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.21563 DECREASED (FACTOR = 0.8519) DISP CONVERGENCE VALUE = 0.7484E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7484E-01 DISP CONVERGENCE VALUE = 0.5095E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5095E-01 DISP CONVERGENCE VALUE = 0.2281E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2281E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 49 SUBSTEP 8 COMPLETED. CUM ITER = 880 *** TIME = 49.0000 TIME INC = 0.215625 *** MAX PLASTIC STRAIN STEP = 0.1015E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:59:28 JUN 04, 2014 CP= 426.990 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.084 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.084 DISP CONVERGENCE VALUE = 0.1013 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1013 DISP CONVERGENCE VALUE = 0.1648E-01 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1648E-01 DISP CONVERGENCE VALUE = 0.3021E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3021E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 50 SUBSTEP 1 COMPLETED. CUM ITER = 884 *** TIME = 49.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2505E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3765E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3765E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 50 SUBSTEP 2 COMPLETED. CUM ITER = 885 *** TIME = 49.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2456E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5930E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5930E-02 DISP CONVERGENCE VALUE = 0.4524E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4524E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 50 SUBSTEP 3 COMPLETED. CUM ITER = 887 *** TIME = 49.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.3715E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2216E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2216E-01 DISP CONVERGENCE VALUE = 0.1363E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1363E-01 DISP CONVERGENCE VALUE = 0.1049E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1049E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 50 SUBSTEP 4 COMPLETED. CUM ITER = 890 *** TIME = 49.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.5493E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5708E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5708E-01 DISP CONVERGENCE VALUE = 0.4458E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4458E-01 DISP CONVERGENCE VALUE = 0.3962E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3962E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 50 SUBSTEP 5 COMPLETED. CUM ITER = 893 *** TIME = 49.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.8294E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.9753E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9753E-01 DISP CONVERGENCE VALUE = 0.7186E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7186E-01 DISP CONVERGENCE VALUE = 0.2849E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2849E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 50 SUBSTEP 6 COMPLETED. CUM ITER = 896 *** TIME = 49.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1202E-03 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1066 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1066 DISP CONVERGENCE VALUE = 0.6795E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6795E-01 DISP CONVERGENCE VALUE = 0.6103E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6103E-02 DISP CONVERGENCE VALUE = 0.4433E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4433E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 50 SUBSTEP 7 COMPLETED. CUM ITER = 900 *** TIME = 50.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1360E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:59:33 JUN 04, 2014 CP= 436.959 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.116 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.116 DISP CONVERGENCE VALUE = 0.1041 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1041 DISP CONVERGENCE VALUE = 0.1800E-01 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1800E-01 DISP CONVERGENCE VALUE = 0.3539E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3539E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 51 SUBSTEP 1 COMPLETED. CUM ITER = 904 *** TIME = 50.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2485E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3648E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3648E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 51 SUBSTEP 2 COMPLETED. CUM ITER = 905 *** TIME = 50.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2486E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6305E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6305E-02 DISP CONVERGENCE VALUE = 0.4047E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4047E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 51 SUBSTEP 3 COMPLETED. CUM ITER = 907 *** TIME = 50.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.3538E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1995E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1995E-01 DISP CONVERGENCE VALUE = 0.1008E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1008E-01 DISP CONVERGENCE VALUE = 0.1267E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1267E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 51 SUBSTEP 4 COMPLETED. CUM ITER = 910 *** TIME = 50.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.5528E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.4525E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4525E-01 DISP CONVERGENCE VALUE = 0.3126E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3126E-01 DISP CONVERGENCE VALUE = 0.4493E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4493E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 51 SUBSTEP 5 COMPLETED. CUM ITER = 913 *** TIME = 50.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.7933E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1351 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1351 DISP CONVERGENCE VALUE = 0.1095 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1095 DISP CONVERGENCE VALUE = 0.3622E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3622E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 51 SUBSTEP 6 COMPLETED. CUM ITER = 916 *** TIME = 50.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1179E-03 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1405 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1405 DISP CONVERGENCE VALUE = 0.1011 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1011 DISP CONVERGENCE VALUE = 0.7319E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7319E-02 DISP CONVERGENCE VALUE = 0.1604E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1604E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 51 SUBSTEP 7 COMPLETED. CUM ITER = 920 *** TIME = 51.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1330E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:59:39 JUN 04, 2014 CP= 446.600 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.147 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.147 DISP CONVERGENCE VALUE = 0.1109 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1109 DISP CONVERGENCE VALUE = 0.2420E-01 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2420E-01 DISP CONVERGENCE VALUE = 0.3313E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3313E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 52 SUBSTEP 1 COMPLETED. CUM ITER = 924 *** TIME = 51.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2457E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3559E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3559E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 52 SUBSTEP 2 COMPLETED. CUM ITER = 925 *** TIME = 51.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2387E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6087E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6087E-02 DISP CONVERGENCE VALUE = 0.3541E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3541E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 52 SUBSTEP 3 COMPLETED. CUM ITER = 927 *** TIME = 51.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.3658E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1984E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1984E-01 DISP CONVERGENCE VALUE = 0.1093E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1093E-01 DISP CONVERGENCE VALUE = 0.1104E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1104E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 52 SUBSTEP 4 COMPLETED. CUM ITER = 930 *** TIME = 51.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.5491E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.4322E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4322E-01 DISP CONVERGENCE VALUE = 0.2861E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2861E-01 DISP CONVERGENCE VALUE = 0.2469E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2469E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 52 SUBSTEP 5 COMPLETED. CUM ITER = 933 *** TIME = 51.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.7845E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1094 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1094 DISP CONVERGENCE VALUE = 0.7877E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7877E-01 DISP CONVERGENCE VALUE = 0.2416E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2416E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 52 SUBSTEP 6 COMPLETED. CUM ITER = 936 *** TIME = 51.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1170E-03 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1808 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1808 DISP CONVERGENCE VALUE = 0.1408 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1408 DISP CONVERGENCE VALUE = 0.7507E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7507E-02 DISP CONVERGENCE VALUE = 0.1892E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1892E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 52 SUBSTEP 7 COMPLETED. CUM ITER = 940 *** TIME = 52.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1326E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:59:44 JUN 04, 2014 CP= 456.287 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.179 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.179 DISP CONVERGENCE VALUE = 0.1107 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1107 DISP CONVERGENCE VALUE = 0.2147E-01 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2147E-01 DISP CONVERGENCE VALUE = 0.3453E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3453E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 53 SUBSTEP 1 COMPLETED. CUM ITER = 944 *** TIME = 52.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2447E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3225E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3225E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 53 SUBSTEP 2 COMPLETED. CUM ITER = 945 *** TIME = 52.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2457E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6070E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6070E-02 DISP CONVERGENCE VALUE = 0.2923E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2923E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 53 SUBSTEP 3 COMPLETED. CUM ITER = 947 *** TIME = 52.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.3625E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1853E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1853E-01 DISP CONVERGENCE VALUE = 0.9260E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9260E-02 DISP CONVERGENCE VALUE = 0.6637E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.6637E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 53 SUBSTEP 4 COMPLETED. CUM ITER = 950 *** TIME = 52.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.5486E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.4145E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4145E-01 DISP CONVERGENCE VALUE = 0.2622E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2622E-01 DISP CONVERGENCE VALUE = 0.2590E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2590E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 53 SUBSTEP 5 COMPLETED. CUM ITER = 953 *** TIME = 52.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.7834E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1024 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1024 DISP CONVERGENCE VALUE = 0.6950E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6950E-01 DISP CONVERGENCE VALUE = 0.2256E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2256E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 53 SUBSTEP 6 COMPLETED. CUM ITER = 956 *** TIME = 52.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1194E-03 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1547 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1547 DISP CONVERGENCE VALUE = 0.1063 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1063 DISP CONVERGENCE VALUE = 0.7839E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7839E-02 DISP CONVERGENCE VALUE = 0.1150E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1150E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 53 SUBSTEP 7 COMPLETED. CUM ITER = 960 *** TIME = 53.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1360E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:59:50 JUN 04, 2014 CP= 466.412 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.209 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.209 DISP CONVERGENCE VALUE = 0.1097 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1097 DISP CONVERGENCE VALUE = 0.1781E-01 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1781E-01 DISP CONVERGENCE VALUE = 0.3601E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3601E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 54 SUBSTEP 1 COMPLETED. CUM ITER = 964 *** TIME = 53.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2439E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3233E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3233E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 54 SUBSTEP 2 COMPLETED. CUM ITER = 965 *** TIME = 53.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2480E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6283E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6283E-02 DISP CONVERGENCE VALUE = 0.2358E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2358E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 54 SUBSTEP 3 COMPLETED. CUM ITER = 967 *** TIME = 53.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.3629E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1711E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1711E-01 DISP CONVERGENCE VALUE = 0.7641E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7641E-02 DISP CONVERGENCE VALUE = 0.5835E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.5835E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 54 SUBSTEP 4 COMPLETED. CUM ITER = 970 *** TIME = 53.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.5218E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3957E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3957E-01 DISP CONVERGENCE VALUE = 0.2363E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2363E-01 DISP CONVERGENCE VALUE = 0.2587E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2587E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 54 SUBSTEP 5 COMPLETED. CUM ITER = 973 *** TIME = 53.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.8184E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.9717E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9717E-01 DISP CONVERGENCE VALUE = 0.6068E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6068E-01 DISP CONVERGENCE VALUE = 0.2387E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2387E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 54 SUBSTEP 6 COMPLETED. CUM ITER = 976 *** TIME = 53.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1185E-03 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1505 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1505 DISP CONVERGENCE VALUE = 0.9831E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9831E-01 DISP CONVERGENCE VALUE = 0.6732E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6732E-02 DISP CONVERGENCE VALUE = 0.5677E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.5677E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 54 SUBSTEP 7 COMPLETED. CUM ITER = 980 *** TIME = 54.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1320E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 15:59:56 JUN 04, 2014 CP= 476.614 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.240 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.240 DISP CONVERGENCE VALUE = 0.1099 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1099 DISP CONVERGENCE VALUE = 0.1597E-01 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1597E-01 DISP CONVERGENCE VALUE = 0.4504E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4504E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 55 SUBSTEP 1 COMPLETED. CUM ITER = 984 *** TIME = 54.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2450E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3323E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3323E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 55 SUBSTEP 2 COMPLETED. CUM ITER = 985 *** TIME = 54.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2353E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5957E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5957E-02 DISP CONVERGENCE VALUE = 0.2196E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2196E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 55 SUBSTEP 3 COMPLETED. CUM ITER = 987 *** TIME = 54.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.3620E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1682E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1682E-01 DISP CONVERGENCE VALUE = 0.7694E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7694E-02 DISP CONVERGENCE VALUE = 0.7461E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.7461E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 55 SUBSTEP 4 COMPLETED. CUM ITER = 990 *** TIME = 54.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.5488E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3902E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3902E-01 DISP CONVERGENCE VALUE = 0.2230E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2230E-01 DISP CONVERGENCE VALUE = 0.4641E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4641E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 55 SUBSTEP 5 COMPLETED. CUM ITER = 993 *** TIME = 54.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.7857E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1055 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1055 DISP CONVERGENCE VALUE = 0.6790E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6790E-01 DISP CONVERGENCE VALUE = 0.2101E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2101E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 55 SUBSTEP 6 COMPLETED. CUM ITER = 996 *** TIME = 54.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1205E-03 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1444 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1444 DISP CONVERGENCE VALUE = 0.8769E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8769E-01 DISP CONVERGENCE VALUE = 0.6367E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6367E-02 DISP CONVERGENCE VALUE = 0.3809E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3809E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 55 SUBSTEP 7 COMPLETED. CUM ITER = 1000 *** TIME = 55.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1381E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:00:02 JUN 04, 2014 CP= 486.723 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.269 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.269 DISP CONVERGENCE VALUE = 0.1105 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1105 DISP CONVERGENCE VALUE = 0.1408E-01 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1408E-01 DISP CONVERGENCE VALUE = 0.7386E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.7386E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 56 SUBSTEP 1 COMPLETED. CUM ITER = 1004 *** TIME = 55.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2435E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2991E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2991E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 56 SUBSTEP 2 COMPLETED. CUM ITER = 1005 *** TIME = 55.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2460E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5862E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5862E-02 DISP CONVERGENCE VALUE = 0.2352E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2352E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 56 SUBSTEP 3 COMPLETED. CUM ITER = 1007 *** TIME = 55.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.3659E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1649E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1649E-01 DISP CONVERGENCE VALUE = 0.7204E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7204E-02 DISP CONVERGENCE VALUE = 0.7801E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.7801E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 56 SUBSTEP 4 COMPLETED. CUM ITER = 1010 *** TIME = 55.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.5404E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3895E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3895E-01 DISP CONVERGENCE VALUE = 0.2112E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2112E-01 DISP CONVERGENCE VALUE = 0.5312E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.5312E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 56 SUBSTEP 5 COMPLETED. CUM ITER = 1013 *** TIME = 55.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.8188E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.9396E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9396E-01 DISP CONVERGENCE VALUE = 0.5534E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5534E-01 DISP CONVERGENCE VALUE = 0.2523E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2523E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 56 SUBSTEP 6 COMPLETED. CUM ITER = 1016 *** TIME = 55.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1178E-03 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1483 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1483 DISP CONVERGENCE VALUE = 0.8767E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8767E-01 DISP CONVERGENCE VALUE = 0.9856E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9856E-02 DISP CONVERGENCE VALUE = 0.3253E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3253E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 56 SUBSTEP 7 COMPLETED. CUM ITER = 1020 *** TIME = 56.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1358E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:00:07 JUN 04, 2014 CP= 496.348 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.298 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.298 DISP CONVERGENCE VALUE = 0.1139 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1139 DISP CONVERGENCE VALUE = 0.1722E-01 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1722E-01 DISP CONVERGENCE VALUE = 0.4702E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4702E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 57 SUBSTEP 1 COMPLETED. CUM ITER = 1024 *** TIME = 56.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2454E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3225E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3225E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 57 SUBSTEP 2 COMPLETED. CUM ITER = 1025 *** TIME = 56.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2491E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6413E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6413E-02 DISP CONVERGENCE VALUE = 0.2230E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2230E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 57 SUBSTEP 3 COMPLETED. CUM ITER = 1027 *** TIME = 56.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.3656E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1637E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1637E-01 DISP CONVERGENCE VALUE = 0.6441E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6441E-02 DISP CONVERGENCE VALUE = 0.7081E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.7081E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 57 SUBSTEP 4 COMPLETED. CUM ITER = 1030 *** TIME = 56.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.5333E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3607E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3607E-01 DISP CONVERGENCE VALUE = 0.1842E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1842E-01 DISP CONVERGENCE VALUE = 0.5009E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.5009E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 57 SUBSTEP 5 COMPLETED. CUM ITER = 1033 *** TIME = 56.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.8225E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.9159E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9159E-01 DISP CONVERGENCE VALUE = 0.5149E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5149E-01 DISP CONVERGENCE VALUE = 0.3338E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3338E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 57 SUBSTEP 6 COMPLETED. CUM ITER = 1036 *** TIME = 56.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1163E-03 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1455 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1455 DISP CONVERGENCE VALUE = 0.8151E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8151E-01 DISP CONVERGENCE VALUE = 0.1268E-01 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1268E-01 DISP CONVERGENCE VALUE = 0.5707E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.5707E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 57 SUBSTEP 7 COMPLETED. CUM ITER = 1040 *** TIME = 57.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1335E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:00:13 JUN 04, 2014 CP= 507.580 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.326 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.326 DISP CONVERGENCE VALUE = 0.1220 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1220 DISP CONVERGENCE VALUE = 0.2836E-01 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2836E-01 DISP CONVERGENCE VALUE = 0.1050E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1050E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 58 SUBSTEP 1 COMPLETED. CUM ITER = 1044 *** TIME = 57.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2465E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3209E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3209E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 58 SUBSTEP 2 COMPLETED. CUM ITER = 1045 *** TIME = 57.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2488E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6461E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6461E-02 DISP CONVERGENCE VALUE = 0.2065E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2065E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 58 SUBSTEP 3 COMPLETED. CUM ITER = 1047 *** TIME = 57.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.3507E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1780E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1780E-01 DISP CONVERGENCE VALUE = 0.7736E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7736E-02 DISP CONVERGENCE VALUE = 0.1136E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1136E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 58 SUBSTEP 4 COMPLETED. CUM ITER = 1050 *** TIME = 57.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.5436E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3690E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3690E-01 DISP CONVERGENCE VALUE = 0.1956E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1956E-01 DISP CONVERGENCE VALUE = 0.4366E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4366E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 58 SUBSTEP 5 COMPLETED. CUM ITER = 1053 *** TIME = 57.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.8181E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.8796E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8796E-01 DISP CONVERGENCE VALUE = 0.4751E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4751E-01 DISP CONVERGENCE VALUE = 0.2779E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2779E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 58 SUBSTEP 6 COMPLETED. CUM ITER = 1056 *** TIME = 57.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1210E-03 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1352 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1352 DISP CONVERGENCE VALUE = 0.7089E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7089E-01 DISP CONVERGENCE VALUE = 0.1115E-01 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1115E-01 DISP CONVERGENCE VALUE = 0.4388E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4388E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 58 SUBSTEP 7 COMPLETED. CUM ITER = 1060 *** TIME = 58.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1316E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:00:19 JUN 04, 2014 CP= 517.549 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.353 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.353 DISP CONVERGENCE VALUE = 0.1198 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1198 DISP CONVERGENCE VALUE = 0.2486E-01 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2486E-01 DISP CONVERGENCE VALUE = 0.1317E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1317E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 59 SUBSTEP 1 COMPLETED. CUM ITER = 1064 *** TIME = 58.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2461E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.3119E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3119E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 59 SUBSTEP 2 COMPLETED. CUM ITER = 1065 *** TIME = 58.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2444E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6282E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6282E-02 DISP CONVERGENCE VALUE = 0.1940E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1940E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 59 SUBSTEP 3 COMPLETED. CUM ITER = 1067 *** TIME = 58.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.3483E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1763E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1763E-01 DISP CONVERGENCE VALUE = 0.8057E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8057E-02 DISP CONVERGENCE VALUE = 0.9026E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.9026E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 59 SUBSTEP 4 COMPLETED. CUM ITER = 1070 *** TIME = 58.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.5455E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3976E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3976E-01 DISP CONVERGENCE VALUE = 0.2213E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2213E-01 DISP CONVERGENCE VALUE = 0.4430E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4430E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 59 SUBSTEP 5 COMPLETED. CUM ITER = 1073 *** TIME = 58.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.8071E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.8922E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8922E-01 DISP CONVERGENCE VALUE = 0.4803E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4803E-01 DISP CONVERGENCE VALUE = 0.3039E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3039E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 59 SUBSTEP 6 COMPLETED. CUM ITER = 1076 *** TIME = 58.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1207E-03 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1322 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1322 DISP CONVERGENCE VALUE = 0.6817E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6817E-01 DISP CONVERGENCE VALUE = 0.9404E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9404E-02 DISP CONVERGENCE VALUE = 0.1873E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1873E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 59 SUBSTEP 7 COMPLETED. CUM ITER = 1080 *** TIME = 59.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1322E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:00:24 JUN 04, 2014 CP= 526.675 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.380 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.380 DISP CONVERGENCE VALUE = 0.1164 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1164 DISP CONVERGENCE VALUE = 0.2054E-01 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2054E-01 DISP CONVERGENCE VALUE = 0.8310E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.8310E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 60 SUBSTEP 1 COMPLETED. CUM ITER = 1084 *** TIME = 59.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2450E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2979E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2979E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 60 SUBSTEP 2 COMPLETED. CUM ITER = 1085 *** TIME = 59.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2381E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6132E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6132E-02 DISP CONVERGENCE VALUE = 0.1801E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1801E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 60 SUBSTEP 3 COMPLETED. CUM ITER = 1087 *** TIME = 59.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.3474E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1685E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1685E-01 DISP CONVERGENCE VALUE = 0.7473E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7473E-02 DISP CONVERGENCE VALUE = 0.8158E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.8158E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 60 SUBSTEP 4 COMPLETED. CUM ITER = 1090 *** TIME = 59.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.5429E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.4029E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4029E-01 DISP CONVERGENCE VALUE = 0.2247E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2247E-01 DISP CONVERGENCE VALUE = 0.4737E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4737E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 60 SUBSTEP 5 COMPLETED. CUM ITER = 1093 *** TIME = 59.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.7988E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.9414E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9414E-01 DISP CONVERGENCE VALUE = 0.5216E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5216E-01 DISP CONVERGENCE VALUE = 0.3267E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3267E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 60 SUBSTEP 6 COMPLETED. CUM ITER = 1096 *** TIME = 59.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1198E-03 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1360 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1360 DISP CONVERGENCE VALUE = 0.7045E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7045E-01 DISP CONVERGENCE VALUE = 0.9834E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9834E-02 DISP CONVERGENCE VALUE = 0.4064E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4064E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 60 SUBSTEP 7 COMPLETED. CUM ITER = 1100 *** TIME = 60.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1320E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:00:29 JUN 04, 2014 CP= 535.848 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.406 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.406 DISP CONVERGENCE VALUE = 0.1135 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1135 DISP CONVERGENCE VALUE = 0.1727E-01 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1727E-01 DISP CONVERGENCE VALUE = 0.8592E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.8592E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 61 SUBSTEP 1 COMPLETED. CUM ITER = 1104 *** TIME = 60.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2432E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2811E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2811E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 61 SUBSTEP 2 COMPLETED. CUM ITER = 1105 *** TIME = 60.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2355E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5953E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5953E-02 DISP CONVERGENCE VALUE = 0.1666E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1666E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 61 SUBSTEP 3 COMPLETED. CUM ITER = 1107 *** TIME = 60.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.3454E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1585E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1585E-01 DISP CONVERGENCE VALUE = 0.6680E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6680E-02 DISP CONVERGENCE VALUE = 0.8336E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.8336E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 61 SUBSTEP 4 COMPLETED. CUM ITER = 1110 *** TIME = 60.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.5359E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3872E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3872E-01 DISP CONVERGENCE VALUE = 0.2078E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2078E-01 DISP CONVERGENCE VALUE = 0.4120E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4120E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 61 SUBSTEP 5 COMPLETED. CUM ITER = 1113 *** TIME = 60.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.7926E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.9697E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9697E-01 DISP CONVERGENCE VALUE = 0.5450E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5450E-01 DISP CONVERGENCE VALUE = 0.3388E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3388E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 61 SUBSTEP 6 COMPLETED. CUM ITER = 1116 *** TIME = 60.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1184E-03 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1451 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1451 DISP CONVERGENCE VALUE = 0.7839E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7839E-01 DISP CONVERGENCE VALUE = 0.1023E-01 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1023E-01 DISP CONVERGENCE VALUE = 0.2947E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2947E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 61 SUBSTEP 7 COMPLETED. CUM ITER = 1120 *** TIME = 61.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1294E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:00:35 JUN 04, 2014 CP= 546.659 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.431 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.431 DISP CONVERGENCE VALUE = 0.1113 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1113 DISP CONVERGENCE VALUE = 0.1598E-01 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1598E-01 DISP CONVERGENCE VALUE = 0.6514E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.6514E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 62 SUBSTEP 1 COMPLETED. CUM ITER = 1124 *** TIME = 61.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2406E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2811E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2811E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 62 SUBSTEP 2 COMPLETED. CUM ITER = 1125 *** TIME = 61.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2366E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6067E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6067E-02 DISP CONVERGENCE VALUE = 0.1515E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1515E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 62 SUBSTEP 3 COMPLETED. CUM ITER = 1127 *** TIME = 61.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.3421E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1509E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1509E-01 DISP CONVERGENCE VALUE = 0.5854E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5854E-02 DISP CONVERGENCE VALUE = 0.7313E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.7313E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 62 SUBSTEP 4 COMPLETED. CUM ITER = 1130 *** TIME = 61.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.5250E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3724E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3724E-01 DISP CONVERGENCE VALUE = 0.1918E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1918E-01 DISP CONVERGENCE VALUE = 0.3250E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.3250E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 62 SUBSTEP 5 COMPLETED. CUM ITER = 1133 *** TIME = 61.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.7884E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.9640E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9640E-01 DISP CONVERGENCE VALUE = 0.5375E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5375E-01 DISP CONVERGENCE VALUE = 0.2910E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2910E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 62 SUBSTEP 6 COMPLETED. CUM ITER = 1136 *** TIME = 61.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1164E-03 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1476 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1476 DISP CONVERGENCE VALUE = 0.8004E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8004E-01 DISP CONVERGENCE VALUE = 0.1007E-01 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1007E-01 DISP CONVERGENCE VALUE = 0.4693E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4693E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 62 SUBSTEP 7 COMPLETED. CUM ITER = 1140 *** TIME = 62.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1272E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:00:41 JUN 04, 2014 CP= 556.612 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.455 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.455 DISP CONVERGENCE VALUE = 0.1075 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1075 DISP CONVERGENCE VALUE = 0.1243E-01 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1243E-01 DISP CONVERGENCE VALUE = 0.5318E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.5318E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 63 SUBSTEP 1 COMPLETED. CUM ITER = 1144 *** TIME = 62.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2377E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2742E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2742E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 63 SUBSTEP 2 COMPLETED. CUM ITER = 1145 *** TIME = 62.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2398E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5830E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5830E-02 DISP CONVERGENCE VALUE = 0.1352E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1352E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 63 SUBSTEP 3 COMPLETED. CUM ITER = 1147 *** TIME = 62.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.3380E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1466E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1466E-01 DISP CONVERGENCE VALUE = 0.5734E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5734E-02 DISP CONVERGENCE VALUE = 0.8277E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.8277E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 63 SUBSTEP 4 COMPLETED. CUM ITER = 1150 *** TIME = 62.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.5104E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3587E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3587E-01 DISP CONVERGENCE VALUE = 0.1727E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1727E-01 DISP CONVERGENCE VALUE = 0.3036E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.3036E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 63 SUBSTEP 5 COMPLETED. CUM ITER = 1153 *** TIME = 62.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.7856E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.9023E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9023E-01 DISP CONVERGENCE VALUE = 0.4761E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4761E-01 DISP CONVERGENCE VALUE = 0.2423E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2423E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 63 SUBSTEP 6 COMPLETED. CUM ITER = 1156 *** TIME = 62.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1139E-03 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1422 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1422 DISP CONVERGENCE VALUE = 0.7474E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7474E-01 DISP CONVERGENCE VALUE = 0.8891E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8891E-02 DISP CONVERGENCE VALUE = 0.2207E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2207E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 63 SUBSTEP 7 COMPLETED. CUM ITER = 1160 *** TIME = 63.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1265E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:00:47 JUN 04, 2014 CP= 566.533 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.479 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.479 DISP CONVERGENCE VALUE = 0.1079 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1079 DISP CONVERGENCE VALUE = 0.1211E-01 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1211E-01 DISP CONVERGENCE VALUE = 0.5820E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.5820E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 64 SUBSTEP 1 COMPLETED. CUM ITER = 1164 *** TIME = 63.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2346E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2731E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2731E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 64 SUBSTEP 2 COMPLETED. CUM ITER = 1165 *** TIME = 63.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2359E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6097E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6097E-02 DISP CONVERGENCE VALUE = 0.1323E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1323E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 64 SUBSTEP 3 COMPLETED. CUM ITER = 1167 *** TIME = 63.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.3375E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1416E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1416E-01 DISP CONVERGENCE VALUE = 0.4848E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4848E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 64 SUBSTEP 4 COMPLETED. CUM ITER = 1169 *** TIME = 63.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.5006E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3404E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3404E-01 DISP CONVERGENCE VALUE = 0.1551E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1551E-01 DISP CONVERGENCE VALUE = 0.2849E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2849E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 64 SUBSTEP 5 COMPLETED. CUM ITER = 1172 *** TIME = 63.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.7685E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.8728E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8728E-01 DISP CONVERGENCE VALUE = 0.4405E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4405E-01 DISP CONVERGENCE VALUE = 0.2228E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2228E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 64 SUBSTEP 6 COMPLETED. CUM ITER = 1175 *** TIME = 63.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1087E-03 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1394 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1394 DISP CONVERGENCE VALUE = 0.7176E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7176E-01 DISP CONVERGENCE VALUE = 0.8089E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8089E-02 DISP CONVERGENCE VALUE = 0.3315E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.3315E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 64 SUBSTEP 7 COMPLETED. CUM ITER = 1179 *** TIME = 64.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1256E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:00:52 JUN 04, 2014 CP= 575.800 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.501 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.501 DISP CONVERGENCE VALUE = 0.1062 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1062 DISP CONVERGENCE VALUE = 0.9256E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9256E-02 DISP CONVERGENCE VALUE = 0.4617E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4617E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 65 SUBSTEP 1 COMPLETED. CUM ITER = 1183 *** TIME = 64.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2228E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2703E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2703E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 65 SUBSTEP 2 COMPLETED. CUM ITER = 1184 *** TIME = 64.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2321E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.6011E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6011E-02 DISP CONVERGENCE VALUE = 0.1198E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1198E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 65 SUBSTEP 3 COMPLETED. CUM ITER = 1186 *** TIME = 64.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.3410E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1400E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1400E-01 DISP CONVERGENCE VALUE = 0.4565E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4565E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 65 SUBSTEP 4 COMPLETED. CUM ITER = 1188 *** TIME = 64.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.4859E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3348E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3348E-01 DISP CONVERGENCE VALUE = 0.1506E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1506E-01 DISP CONVERGENCE VALUE = 0.2424E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2424E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 65 SUBSTEP 5 COMPLETED. CUM ITER = 1191 *** TIME = 64.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.7424E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.8794E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8794E-01 DISP CONVERGENCE VALUE = 0.4400E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4400E-01 DISP CONVERGENCE VALUE = 0.2225E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2225E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 65 SUBSTEP 6 COMPLETED. CUM ITER = 1194 *** TIME = 64.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1081E-03 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1355 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1355 DISP CONVERGENCE VALUE = 0.6757E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6757E-01 DISP CONVERGENCE VALUE = 0.7240E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7240E-02 DISP CONVERGENCE VALUE = 0.4168E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4168E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 65 SUBSTEP 7 COMPLETED. CUM ITER = 1198 *** TIME = 65.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1236E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:00:58 JUN 04, 2014 CP= 585.924 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.523 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.523 DISP CONVERGENCE VALUE = 0.1060 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1060 DISP CONVERGENCE VALUE = 0.8585E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8585E-02 DISP CONVERGENCE VALUE = 0.2934E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2934E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 66 SUBSTEP 1 COMPLETED. CUM ITER = 1202 *** TIME = 65.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2168E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2723E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2723E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 66 SUBSTEP 2 COMPLETED. CUM ITER = 1203 *** TIME = 65.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2188E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5769E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5769E-02 DISP CONVERGENCE VALUE = 0.1115E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1115E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 66 SUBSTEP 3 COMPLETED. CUM ITER = 1205 *** TIME = 65.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.3311E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1349E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1349E-01 DISP CONVERGENCE VALUE = 0.4281E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.4281E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 66 SUBSTEP 4 COMPLETED. CUM ITER = 1207 *** TIME = 65.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.4900E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3156E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3156E-01 DISP CONVERGENCE VALUE = 0.1286E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1286E-01 DISP CONVERGENCE VALUE = 0.1978E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1978E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 66 SUBSTEP 5 COMPLETED. CUM ITER = 1210 *** TIME = 65.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.7158E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.8429E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8429E-01 DISP CONVERGENCE VALUE = 0.4001E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4001E-01 DISP CONVERGENCE VALUE = 0.2032E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2032E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 66 SUBSTEP 6 COMPLETED. CUM ITER = 1213 *** TIME = 65.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1070E-03 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1319 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1319 DISP CONVERGENCE VALUE = 0.6343E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6343E-01 DISP CONVERGENCE VALUE = 0.6716E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6716E-02 DISP CONVERGENCE VALUE = 0.2917E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2917E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 66 SUBSTEP 7 COMPLETED. CUM ITER = 1217 *** TIME = 66.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1207E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:01:03 JUN 04, 2014 CP= 595.518 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.545 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.545 DISP CONVERGENCE VALUE = 0.1051 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1051 DISP CONVERGENCE VALUE = 0.7470E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7470E-02 DISP CONVERGENCE VALUE = 0.3739E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.3739E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 67 SUBSTEP 1 COMPLETED. CUM ITER = 1221 *** TIME = 66.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2120E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2734E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2734E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 67 SUBSTEP 2 COMPLETED. CUM ITER = 1222 *** TIME = 66.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2129E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5780E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5780E-02 DISP CONVERGENCE VALUE = 0.1053E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1053E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 67 SUBSTEP 3 COMPLETED. CUM ITER = 1224 *** TIME = 66.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.3134E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1307E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1307E-01 DISP CONVERGENCE VALUE = 0.3950E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.3950E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 67 SUBSTEP 4 COMPLETED. CUM ITER = 1226 *** TIME = 66.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.4845E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3157E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3157E-01 DISP CONVERGENCE VALUE = 0.1225E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1225E-01 DISP CONVERGENCE VALUE = 0.2742E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2742E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 67 SUBSTEP 5 COMPLETED. CUM ITER = 1229 *** TIME = 66.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.6892E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.8058E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8058E-01 DISP CONVERGENCE VALUE = 0.3619E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3619E-01 DISP CONVERGENCE VALUE = 0.1679E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1679E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 67 SUBSTEP 6 COMPLETED. CUM ITER = 1232 *** TIME = 66.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1045E-03 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1276 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1276 DISP CONVERGENCE VALUE = 0.5908E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5908E-01 DISP CONVERGENCE VALUE = 0.5685E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5685E-02 DISP CONVERGENCE VALUE = 0.2954E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2954E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 67 SUBSTEP 7 COMPLETED. CUM ITER = 1236 *** TIME = 67.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1167E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:01:08 JUN 04, 2014 CP= 604.738 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.565 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.565 DISP CONVERGENCE VALUE = 0.1032 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1032 DISP CONVERGENCE VALUE = 0.6397E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6397E-02 DISP CONVERGENCE VALUE = 0.2261E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2261E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 68 SUBSTEP 1 COMPLETED. CUM ITER = 1240 *** TIME = 67.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2121E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2754E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2754E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 68 SUBSTEP 2 COMPLETED. CUM ITER = 1241 *** TIME = 67.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2033E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5533E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5533E-02 DISP CONVERGENCE VALUE = 0.8868E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.8868E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 68 SUBSTEP 3 COMPLETED. CUM ITER = 1243 *** TIME = 67.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.3053E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1268E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1268E-01 DISP CONVERGENCE VALUE = 0.3565E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3565E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 68 SUBSTEP 4 COMPLETED. CUM ITER = 1245 *** TIME = 67.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.4562E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3056E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3056E-01 DISP CONVERGENCE VALUE = 0.1137E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1137E-01 DISP CONVERGENCE VALUE = 0.1979E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1979E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 68 SUBSTEP 5 COMPLETED. CUM ITER = 1248 *** TIME = 67.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.6877E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.8014E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8014E-01 DISP CONVERGENCE VALUE = 0.3521E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3521E-01 DISP CONVERGENCE VALUE = 0.1558E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1558E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 68 SUBSTEP 6 COMPLETED. CUM ITER = 1251 *** TIME = 67.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1005E-03 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1267 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1267 DISP CONVERGENCE VALUE = 0.5749E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5749E-01 DISP CONVERGENCE VALUE = 0.5506E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5506E-02 DISP CONVERGENCE VALUE = 0.2544E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2544E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 68 SUBSTEP 7 COMPLETED. CUM ITER = 1255 *** TIME = 68.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1101E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:01:13 JUN 04, 2014 CP= 613.833 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.585 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.585 DISP CONVERGENCE VALUE = 0.1013 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1013 DISP CONVERGENCE VALUE = 0.5716E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5716E-02 DISP CONVERGENCE VALUE = 0.2493E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2493E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 69 SUBSTEP 1 COMPLETED. CUM ITER = 1259 *** TIME = 68.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2015E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2793E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2793E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 69 SUBSTEP 2 COMPLETED. CUM ITER = 1260 *** TIME = 68.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2087E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5638E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5638E-02 DISP CONVERGENCE VALUE = 0.7665E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.7665E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 69 SUBSTEP 3 COMPLETED. CUM ITER = 1262 *** TIME = 68.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2953E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1324E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1324E-01 DISP CONVERGENCE VALUE = 0.3752E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3752E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 69 SUBSTEP 4 COMPLETED. CUM ITER = 1264 *** TIME = 68.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.4406E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2958E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2958E-01 DISP CONVERGENCE VALUE = 0.1040E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1040E-01 DISP CONVERGENCE VALUE = 0.1993E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1993E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 69 SUBSTEP 5 COMPLETED. CUM ITER = 1267 *** TIME = 68.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.6618E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7880E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7880E-01 DISP CONVERGENCE VALUE = 0.3330E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3330E-01 DISP CONVERGENCE VALUE = 0.1430E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1430E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 69 SUBSTEP 6 COMPLETED. CUM ITER = 1270 *** TIME = 68.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.9447E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1211 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1211 DISP CONVERGENCE VALUE = 0.5159E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5159E-01 DISP CONVERGENCE VALUE = 0.5091E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5091E-02 DISP CONVERGENCE VALUE = 0.1005E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1005E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 69 SUBSTEP 7 COMPLETED. CUM ITER = 1274 *** TIME = 69.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1074E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:01:19 JUN 04, 2014 CP= 622.631 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.603 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.603 DISP CONVERGENCE VALUE = 0.9866E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9866E-01 DISP CONVERGENCE VALUE = 0.5273E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5273E-02 DISP CONVERGENCE VALUE = 0.3146E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.3146E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 70 SUBSTEP 1 COMPLETED. CUM ITER = 1278 *** TIME = 69.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1928E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2771E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2771E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 70 SUBSTEP 2 COMPLETED. CUM ITER = 1279 *** TIME = 69.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1938E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5536E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5536E-02 DISP CONVERGENCE VALUE = 0.7348E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.7348E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 70 SUBSTEP 3 COMPLETED. CUM ITER = 1281 *** TIME = 69.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2866E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1257E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1257E-01 DISP CONVERGENCE VALUE = 0.3352E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3352E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 70 SUBSTEP 4 COMPLETED. CUM ITER = 1283 *** TIME = 69.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.4282E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3083E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3083E-01 DISP CONVERGENCE VALUE = 0.1103E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1103E-01 DISP CONVERGENCE VALUE = 0.1625E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1625E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 70 SUBSTEP 5 COMPLETED. CUM ITER = 1286 *** TIME = 69.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.6277E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7760E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7760E-01 DISP CONVERGENCE VALUE = 0.3162E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3162E-01 DISP CONVERGENCE VALUE = 0.1587E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1587E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 70 SUBSTEP 6 COMPLETED. CUM ITER = 1289 *** TIME = 69.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.9226E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1201 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1201 DISP CONVERGENCE VALUE = 0.4973E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4973E-01 DISP CONVERGENCE VALUE = 0.4845E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4845E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 70 SUBSTEP 7 COMPLETED. CUM ITER = 1292 *** TIME = 70.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1036E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:01:23 JUN 04, 2014 CP= 631.336 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.621 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.621 DISP CONVERGENCE VALUE = 0.9494E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9494E-01 DISP CONVERGENCE VALUE = 0.4317E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4317E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 71 SUBSTEP 1 COMPLETED. CUM ITER = 1295 *** TIME = 70.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1809E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2801E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2801E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 71 SUBSTEP 2 COMPLETED. CUM ITER = 1296 *** TIME = 70.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1857E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5376E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5376E-02 DISP CONVERGENCE VALUE = 0.5958E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.5958E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 71 SUBSTEP 3 COMPLETED. CUM ITER = 1298 *** TIME = 70.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2719E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1268E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1268E-01 DISP CONVERGENCE VALUE = 0.3526E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3526E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 71 SUBSTEP 4 COMPLETED. CUM ITER = 1300 *** TIME = 70.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.4074E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3003E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3003E-01 DISP CONVERGENCE VALUE = 0.9935E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9935E-02 DISP CONVERGENCE VALUE = 0.1650E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1650E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 71 SUBSTEP 5 COMPLETED. CUM ITER = 1303 *** TIME = 70.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.5986E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7604E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7604E-01 DISP CONVERGENCE VALUE = 0.2988E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2988E-01 DISP CONVERGENCE VALUE = 0.1430E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1430E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 71 SUBSTEP 6 COMPLETED. CUM ITER = 1306 *** TIME = 70.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.8863E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1185 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1185 DISP CONVERGENCE VALUE = 0.4747E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4747E-01 DISP CONVERGENCE VALUE = 0.4557E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4557E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 71 SUBSTEP 7 COMPLETED. CUM ITER = 1309 *** TIME = 71.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.9559E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:01:28 JUN 04, 2014 CP= 639.854 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.638 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.638 DISP CONVERGENCE VALUE = 0.9119E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9119E-01 DISP CONVERGENCE VALUE = 0.4226E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4226E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 72 SUBSTEP 1 COMPLETED. CUM ITER = 1312 *** TIME = 71.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1757E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2726E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2726E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 72 SUBSTEP 2 COMPLETED. CUM ITER = 1313 *** TIME = 71.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1843E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5360E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5360E-02 DISP CONVERGENCE VALUE = 0.5929E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.5929E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 72 SUBSTEP 3 COMPLETED. CUM ITER = 1315 *** TIME = 71.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2528E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1250E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1250E-01 DISP CONVERGENCE VALUE = 0.3054E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3054E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 72 SUBSTEP 4 COMPLETED. CUM ITER = 1317 *** TIME = 71.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.3864E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3033E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3033E-01 DISP CONVERGENCE VALUE = 0.1026E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1026E-01 DISP CONVERGENCE VALUE = 0.1447E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1447E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 72 SUBSTEP 5 COMPLETED. CUM ITER = 1320 *** TIME = 71.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.5736E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7715E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7715E-01 DISP CONVERGENCE VALUE = 0.3042E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3042E-01 DISP CONVERGENCE VALUE = 0.1388E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1388E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 72 SUBSTEP 6 COMPLETED. CUM ITER = 1323 *** TIME = 71.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.8131E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1166 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1166 DISP CONVERGENCE VALUE = 0.4492E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4492E-01 DISP CONVERGENCE VALUE = 0.4522E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4522E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 72 SUBSTEP 7 COMPLETED. CUM ITER = 1326 *** TIME = 72.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.9148E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:01:33 JUN 04, 2014 CP= 648.403 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.654 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.654 DISP CONVERGENCE VALUE = 0.8662E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8662E-01 DISP CONVERGENCE VALUE = 0.3800E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3800E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 73 SUBSTEP 1 COMPLETED. CUM ITER = 1329 *** TIME = 72.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1676E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2762E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2762E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 73 SUBSTEP 2 COMPLETED. CUM ITER = 1330 *** TIME = 72.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1681E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5260E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5260E-02 DISP CONVERGENCE VALUE = 0.5154E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.5154E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 73 SUBSTEP 3 COMPLETED. CUM ITER = 1332 *** TIME = 72.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2450E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1254E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1254E-01 DISP CONVERGENCE VALUE = 0.3109E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3109E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 73 SUBSTEP 4 COMPLETED. CUM ITER = 1334 *** TIME = 72.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.3667E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2966E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2966E-01 DISP CONVERGENCE VALUE = 0.9252E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9252E-02 DISP CONVERGENCE VALUE = 0.1517E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1517E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 73 SUBSTEP 5 COMPLETED. CUM ITER = 1337 *** TIME = 72.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.5481E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7608E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7608E-01 DISP CONVERGENCE VALUE = 0.2832E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2832E-01 DISP CONVERGENCE VALUE = 0.1503E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1503E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 73 SUBSTEP 6 COMPLETED. CUM ITER = 1340 *** TIME = 72.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.7799E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1191 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1191 DISP CONVERGENCE VALUE = 0.4540E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4540E-01 DISP CONVERGENCE VALUE = 0.4929E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4929E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 73 SUBSTEP 7 COMPLETED. CUM ITER = 1343 *** TIME = 73.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.9105E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:01:38 JUN 04, 2014 CP= 656.827 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.670 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.670 DISP CONVERGENCE VALUE = 0.8249E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8249E-01 DISP CONVERGENCE VALUE = 0.3831E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3831E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 74 SUBSTEP 1 COMPLETED. CUM ITER = 1346 *** TIME = 73.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1639E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2784E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2784E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 74 SUBSTEP 2 COMPLETED. CUM ITER = 1347 *** TIME = 73.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1646E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5079E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5079E-02 DISP CONVERGENCE VALUE = 0.5212E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.5212E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 74 SUBSTEP 3 COMPLETED. CUM ITER = 1349 *** TIME = 73.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2457E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1297E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1297E-01 DISP CONVERGENCE VALUE = 0.3280E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3280E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 74 SUBSTEP 4 COMPLETED. CUM ITER = 1351 *** TIME = 73.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.3587E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3018E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3018E-01 DISP CONVERGENCE VALUE = 0.9656E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9656E-02 DISP CONVERGENCE VALUE = 0.1877E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1877E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 74 SUBSTEP 5 COMPLETED. CUM ITER = 1354 *** TIME = 73.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.5326E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7450E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7450E-01 DISP CONVERGENCE VALUE = 0.2655E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2655E-01 DISP CONVERGENCE VALUE = 0.1230E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1230E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 74 SUBSTEP 6 COMPLETED. CUM ITER = 1357 *** TIME = 73.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.7975E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1170 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1170 DISP CONVERGENCE VALUE = 0.4307E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4307E-01 DISP CONVERGENCE VALUE = 0.4607E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4607E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 74 SUBSTEP 7 COMPLETED. CUM ITER = 1360 *** TIME = 74.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.8871E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:01:43 JUN 04, 2014 CP= 665.282 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.684 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.684 DISP CONVERGENCE VALUE = 0.7752E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7752E-01 DISP CONVERGENCE VALUE = 0.3747E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3747E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 75 SUBSTEP 1 COMPLETED. CUM ITER = 1363 *** TIME = 74.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1686E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2886E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2886E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 75 SUBSTEP 2 COMPLETED. CUM ITER = 1364 *** TIME = 74.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1514E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.4930E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4930E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 75 SUBSTEP 3 COMPLETED. CUM ITER = 1365 *** TIME = 74.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2522E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1146E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1146E-01 DISP CONVERGENCE VALUE = 0.2365E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2365E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 75 SUBSTEP 4 COMPLETED. CUM ITER = 1367 *** TIME = 74.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.3744E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.2995E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2995E-01 DISP CONVERGENCE VALUE = 0.8521E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8521E-02 DISP CONVERGENCE VALUE = 0.1311E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1311E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 75 SUBSTEP 5 COMPLETED. CUM ITER = 1370 *** TIME = 74.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.5679E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7590E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7590E-01 DISP CONVERGENCE VALUE = 0.2741E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2741E-01 DISP CONVERGENCE VALUE = 0.1352E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1352E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 75 SUBSTEP 6 COMPLETED. CUM ITER = 1373 *** TIME = 74.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.7889E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1152 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1152 DISP CONVERGENCE VALUE = 0.4036E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4036E-01 DISP CONVERGENCE VALUE = 0.5069E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5069E-02 DISP CONVERGENCE VALUE = 0.1378E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1378E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 75 SUBSTEP 7 COMPLETED. CUM ITER = 1377 *** TIME = 75.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.9403E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:01:48 JUN 04, 2014 CP= 674.611 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.698 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.698 DISP CONVERGENCE VALUE = 0.7165E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7165E-01 DISP CONVERGENCE VALUE = 0.3624E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3624E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 76 SUBSTEP 1 COMPLETED. CUM ITER = 1380 *** TIME = 75.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1708E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2681E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2681E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 76 SUBSTEP 2 COMPLETED. CUM ITER = 1381 *** TIME = 75.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1738E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.4775E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4775E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 76 SUBSTEP 3 COMPLETED. CUM ITER = 1382 *** TIME = 75.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2289E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1141E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1141E-01 DISP CONVERGENCE VALUE = 0.2219E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2219E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 76 SUBSTEP 4 COMPLETED. CUM ITER = 1384 *** TIME = 75.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.3859E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3071E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3071E-01 DISP CONVERGENCE VALUE = 0.9115E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9115E-02 DISP CONVERGENCE VALUE = 0.1510E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1510E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 76 SUBSTEP 5 COMPLETED. CUM ITER = 1387 *** TIME = 75.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.5105E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7480E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7480E-01 DISP CONVERGENCE VALUE = 0.2590E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2590E-01 DISP CONVERGENCE VALUE = 0.1471E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1471E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 76 SUBSTEP 6 COMPLETED. CUM ITER = 1390 *** TIME = 75.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.7733E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1177 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1177 DISP CONVERGENCE VALUE = 0.4129E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4129E-01 DISP CONVERGENCE VALUE = 0.5733E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5733E-02 DISP CONVERGENCE VALUE = 0.2191E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2191E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 76 SUBSTEP 7 COMPLETED. CUM ITER = 1394 *** TIME = 76.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.9448E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:01:53 JUN 04, 2014 CP= 683.986 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.711 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.711 DISP CONVERGENCE VALUE = 0.6588E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6588E-01 DISP CONVERGENCE VALUE = 0.3492E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3492E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 77 SUBSTEP 1 COMPLETED. CUM ITER = 1397 *** TIME = 76.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1748E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2747E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2747E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 77 SUBSTEP 2 COMPLETED. CUM ITER = 1398 *** TIME = 76.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1781E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.4617E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4617E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 77 SUBSTEP 3 COMPLETED. CUM ITER = 1399 *** TIME = 76.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2361E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1168E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1168E-01 DISP CONVERGENCE VALUE = 0.2852E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2852E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 77 SUBSTEP 4 COMPLETED. CUM ITER = 1401 *** TIME = 76.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.3963E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3016E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3016E-01 DISP CONVERGENCE VALUE = 0.8507E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8507E-02 DISP CONVERGENCE VALUE = 0.1580E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1580E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 77 SUBSTEP 5 COMPLETED. CUM ITER = 1404 *** TIME = 76.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.5346E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7696E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7696E-01 DISP CONVERGENCE VALUE = 0.2727E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2727E-01 DISP CONVERGENCE VALUE = 0.1563E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1563E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 77 SUBSTEP 6 COMPLETED. CUM ITER = 1407 *** TIME = 76.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.7848E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1172 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1172 DISP CONVERGENCE VALUE = 0.4002E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4002E-01 DISP CONVERGENCE VALUE = 0.5983E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5983E-02 DISP CONVERGENCE VALUE = 0.1989E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1989E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 77 SUBSTEP 7 COMPLETED. CUM ITER = 1411 *** TIME = 77.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.9770E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:01:58 JUN 04, 2014 CP= 692.941 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.723 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.723 DISP CONVERGENCE VALUE = 0.5947E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5947E-01 DISP CONVERGENCE VALUE = 0.3369E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3369E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 78 SUBSTEP 1 COMPLETED. CUM ITER = 1414 *** TIME = 77.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1818E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2795E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2795E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 78 SUBSTEP 2 COMPLETED. CUM ITER = 1415 *** TIME = 77.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1689E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.4681E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4681E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 78 SUBSTEP 3 COMPLETED. CUM ITER = 1416 *** TIME = 77.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2715E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1119E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1119E-01 DISP CONVERGENCE VALUE = 0.2669E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2669E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 78 SUBSTEP 4 COMPLETED. CUM ITER = 1418 *** TIME = 77.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.3939E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3102E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3102E-01 DISP CONVERGENCE VALUE = 0.9146E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9146E-02 DISP CONVERGENCE VALUE = 0.1781E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1781E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 78 SUBSTEP 5 COMPLETED. CUM ITER = 1421 *** TIME = 77.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.6101E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7619E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7619E-01 DISP CONVERGENCE VALUE = 0.2601E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2601E-01 DISP CONVERGENCE VALUE = 0.1878E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1878E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 78 SUBSTEP 6 COMPLETED. CUM ITER = 1424 *** TIME = 77.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.8781E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1200 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1200 DISP CONVERGENCE VALUE = 0.4149E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4149E-01 DISP CONVERGENCE VALUE = 0.7286E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7286E-02 DISP CONVERGENCE VALUE = 0.6226E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.6226E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 78 SUBSTEP 7 COMPLETED. CUM ITER = 1428 *** TIME = 78.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.9525E-04 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:02:04 JUN 04, 2014 CP= 703.034 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.734 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.734 DISP CONVERGENCE VALUE = 0.5337E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5337E-01 DISP CONVERGENCE VALUE = 0.3711E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3711E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 79 SUBSTEP 1 COMPLETED. CUM ITER = 1431 *** TIME = 78.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1852E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2820E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2820E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 79 SUBSTEP 2 COMPLETED. CUM ITER = 1432 *** TIME = 78.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1866E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.4767E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4767E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 79 SUBSTEP 3 COMPLETED. CUM ITER = 1433 *** TIME = 78.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2692E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1159E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1159E-01 DISP CONVERGENCE VALUE = 0.3128E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3128E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 79 SUBSTEP 4 COMPLETED. CUM ITER = 1435 *** TIME = 78.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.4191E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3222E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3222E-01 DISP CONVERGENCE VALUE = 0.1030E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1030E-01 DISP CONVERGENCE VALUE = 0.2634E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2634E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 79 SUBSTEP 5 COMPLETED. CUM ITER = 1438 *** TIME = 78.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.5529E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7892E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7892E-01 DISP CONVERGENCE VALUE = 0.2813E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2813E-01 DISP CONVERGENCE VALUE = 0.2227E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2227E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 79 SUBSTEP 6 COMPLETED. CUM ITER = 1441 *** TIME = 78.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.8362E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1195 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1195 DISP CONVERGENCE VALUE = 0.4087E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4087E-01 DISP CONVERGENCE VALUE = 0.6920E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6920E-02 DISP CONVERGENCE VALUE = 0.3742E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3742E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 79 SUBSTEP 7 COMPLETED. CUM ITER = 1445 *** TIME = 79.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1001E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:02:09 JUN 04, 2014 CP= 712.644 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.744 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.744 DISP CONVERGENCE VALUE = 0.4631E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4631E-01 DISP CONVERGENCE VALUE = 0.3761E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3761E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 80 SUBSTEP 1 COMPLETED. CUM ITER = 1448 *** TIME = 79.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1837E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2937E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2937E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 80 SUBSTEP 2 COMPLETED. CUM ITER = 1449 *** TIME = 79.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1921E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.4798E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4798E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 80 SUBSTEP 3 COMPLETED. CUM ITER = 1450 *** TIME = 79.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2855E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1183E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1183E-01 DISP CONVERGENCE VALUE = 0.3837E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3837E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 80 SUBSTEP 4 COMPLETED. CUM ITER = 1452 *** TIME = 79.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.4348E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3166E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3166E-01 DISP CONVERGENCE VALUE = 0.9870E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9870E-02 DISP CONVERGENCE VALUE = 0.2393E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2393E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 80 SUBSTEP 5 COMPLETED. CUM ITER = 1455 *** TIME = 79.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.5696E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.7911E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7911E-01 DISP CONVERGENCE VALUE = 0.2745E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2745E-01 DISP CONVERGENCE VALUE = 0.2536E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2536E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 80 SUBSTEP 6 COMPLETED. CUM ITER = 1458 *** TIME = 79.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.8790E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1251 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1251 DISP CONVERGENCE VALUE = 0.4325E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4325E-01 DISP CONVERGENCE VALUE = 0.8463E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8463E-02 DISP CONVERGENCE VALUE = 0.6400E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.6400E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 80 SUBSTEP 7 COMPLETED. CUM ITER = 1462 *** TIME = 80.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1021E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:02:15 JUN 04, 2014 CP= 722.347 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.753 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.753 DISP CONVERGENCE VALUE = 0.4009E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4009E-01 DISP CONVERGENCE VALUE = 0.4309E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4309E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 81 SUBSTEP 1 COMPLETED. CUM ITER = 1465 *** TIME = 80.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.1984E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2709E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2709E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 81 SUBSTEP 2 COMPLETED. CUM ITER = 1466 *** TIME = 80.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2019E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5207E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5207E-02 DISP CONVERGENCE VALUE = 0.1110E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1110E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 81 SUBSTEP 3 COMPLETED. CUM ITER = 1468 *** TIME = 80.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2831E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1374E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1374E-01 DISP CONVERGENCE VALUE = 0.4171E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4171E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 81 SUBSTEP 4 COMPLETED. CUM ITER = 1470 *** TIME = 80.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.4373E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3233E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3233E-01 DISP CONVERGENCE VALUE = 0.1198E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1198E-01 DISP CONVERGENCE VALUE = 0.3185E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3185E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 81 SUBSTEP 5 COMPLETED. CUM ITER = 1473 *** TIME = 80.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.6535E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.8039E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8039E-01 DISP CONVERGENCE VALUE = 0.3000E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3000E-01 DISP CONVERGENCE VALUE = 0.2435E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2435E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 81 SUBSTEP 6 COMPLETED. CUM ITER = 1476 *** TIME = 80.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.9282E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1245 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1245 DISP CONVERGENCE VALUE = 0.4318E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4318E-01 DISP CONVERGENCE VALUE = 0.9007E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9007E-02 DISP CONVERGENCE VALUE = 0.8880E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.8880E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 81 SUBSTEP 7 COMPLETED. CUM ITER = 1480 *** TIME = 81.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1091E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:02:20 JUN 04, 2014 CP= 732.752 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.762 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.762 DISP CONVERGENCE VALUE = 0.3592E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3592E-01 DISP CONVERGENCE VALUE = 0.5152E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5152E-02 DISP CONVERGENCE VALUE = 0.1084E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1084E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 82 SUBSTEP 1 COMPLETED. CUM ITER = 1484 *** TIME = 81.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2073E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2853E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2853E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 82 SUBSTEP 2 COMPLETED. CUM ITER = 1485 *** TIME = 81.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2102E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5141E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5141E-02 DISP CONVERGENCE VALUE = 0.1399E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1399E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 82 SUBSTEP 3 COMPLETED. CUM ITER = 1487 *** TIME = 81.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.2844E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1385E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1385E-01 DISP CONVERGENCE VALUE = 0.4523E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4523E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 82 SUBSTEP 4 COMPLETED. CUM ITER = 1489 *** TIME = 81.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.4643E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3243E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3243E-01 DISP CONVERGENCE VALUE = 0.1289E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1289E-01 DISP CONVERGENCE VALUE = 0.4195E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4195E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 82 SUBSTEP 5 COMPLETED. CUM ITER = 1492 *** TIME = 81.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.6821E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.8372E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8372E-01 DISP CONVERGENCE VALUE = 0.3383E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3383E-01 DISP CONVERGENCE VALUE = 0.3087E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.3087E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 82 SUBSTEP 6 COMPLETED. CUM ITER = 1495 *** TIME = 81.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.9646E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1267 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1267 DISP CONVERGENCE VALUE = 0.4764E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4764E-01 DISP CONVERGENCE VALUE = 0.9473E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9473E-02 DISP CONVERGENCE VALUE = 0.5950E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.5950E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 82 SUBSTEP 7 COMPLETED. CUM ITER = 1499 *** TIME = 82.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1126E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:02:26 JUN 04, 2014 CP= 743.251 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.769 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.769 DISP CONVERGENCE VALUE = 0.3105E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3105E-01 DISP CONVERGENCE VALUE = 0.4315E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4315E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 83 SUBSTEP 1 COMPLETED. CUM ITER = 1502 *** TIME = 82.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2188E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2828E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2828E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 83 SUBSTEP 2 COMPLETED. CUM ITER = 1503 *** TIME = 82.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2032E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5287E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5287E-02 DISP CONVERGENCE VALUE = 0.1458E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1458E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 83 SUBSTEP 3 COMPLETED. CUM ITER = 1505 *** TIME = 82.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.3278E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1418E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1418E-01 DISP CONVERGENCE VALUE = 0.5183E-02 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5183E-02 DISP CONVERGENCE VALUE = 0.4994E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4994E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 83 SUBSTEP 4 COMPLETED. CUM ITER = 1508 *** TIME = 82.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.4348E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3345E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3345E-01 DISP CONVERGENCE VALUE = 0.1458E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1458E-01 DISP CONVERGENCE VALUE = 0.2382E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2382E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 83 SUBSTEP 5 COMPLETED. CUM ITER = 1511 *** TIME = 82.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.6551E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.8332E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8332E-01 DISP CONVERGENCE VALUE = 0.3763E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3763E-01 DISP CONVERGENCE VALUE = 0.1109E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1109E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 83 SUBSTEP 6 COMPLETED. CUM ITER = 1514 *** TIME = 82.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1031E-03 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) DISP CONVERGENCE VALUE = 0.1317 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1317 DISP CONVERGENCE VALUE = 0.6038E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6038E-01 DISP CONVERGENCE VALUE = 0.2786E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2786E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 83 SUBSTEP 7 COMPLETED. CUM ITER = 1517 *** TIME = 83.0000 TIME INC = 0.290625 *** MAX PLASTIC STRAIN STEP = 0.1197E-03 CRITERION = 0.1500 ***** ANSYS SOLVE COMMAND ***** 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Mechanical 00216098 VERSION=WINDOWS x64 16:02:32 JUN 04, 2014 CP= 753.968 Coilwickeln SOLUTION MONITORING INFO IS WRITTEN TO FILE= Coilband_Shell_2D_1-2.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. DISP CONVERGENCE VALUE = 2.776 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.776 DISP CONVERGENCE VALUE = 0.2898E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2898E-01 DISP CONVERGENCE VALUE = 0.2810E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2810E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 84 SUBSTEP 1 COMPLETED. CUM ITER = 1520 *** TIME = 83.0500 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2318E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-01 UNCHANGED DISP CONVERGENCE VALUE = 0.2848E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2848E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 84 SUBSTEP 2 COMPLETED. CUM ITER = 1521 *** TIME = 83.1000 TIME INC = 0.500000E-01 *** MAX PLASTIC STRAIN STEP = 0.2061E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.75000E-01 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.5403E-02 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5403E-02 DISP CONVERGENCE VALUE = 0.1647E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1647E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 84 SUBSTEP 3 COMPLETED. CUM ITER = 1523 *** TIME = 83.1750 TIME INC = 0.750000E-01 *** MAX PLASTIC STRAIN STEP = 0.3484E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.11250 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.1285E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1285E-01 DISP CONVERGENCE VALUE = 0.4274E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.4274E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 84 SUBSTEP 4 COMPLETED. CUM ITER = 1525 *** TIME = 83.2875 TIME INC = 0.112500 *** MAX PLASTIC STRAIN STEP = 0.5081E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.16875 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.3204E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3204E-01 DISP CONVERGENCE VALUE = 0.1403E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1403E-01 DISP CONVERGENCE VALUE = 0.2279E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.2279E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 84 SUBSTEP 5 COMPLETED. CUM ITER = 1528 *** TIME = 83.4562 TIME INC = 0.168750 *** MAX PLASTIC STRAIN STEP = 0.7338E-04 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.25313 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 0.8566E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8566E-01 DISP CONVERGENCE VALUE = 0.4084E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4084E-01 DISP CONVERGENCE VALUE = 0.1557E-02 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1557E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 84 SUBSTEP 6 COMPLETED. CUM ITER = 1531 *** TIME = 83.7094 TIME INC = 0.253125 *** MAX PLASTIC STRAIN STEP = 0.1071E-03 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.29063 INCREASED (FACTOR = 1.1481) 2D CONTACT ELEMENTS: 75 CONTACT POINTS HAVE TOO MUCH PENETRATION DISP CONVERGENCE VALUE = 0.1594E+05 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1594E+05 *** NOTE *** CP = 763.048 TIME= 16:02:37 The change in thickness in element 132 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 763.048 TIME= 16:02:37 One or more elements have become highly distorted. Excessive distortion of elements is usually a symptom indicating the need for corrective action elsewhere. Try incrementing the load more slowly (increase the number of substeps or decrease the time step size). You may need to improve your mesh to obtain elements with better aspect ratios. Also consider the behavior of materials, contact pairs, and/or constraint equations. If this message appears in the first iteration of first substep, be sure to perform element shape checking. *** LOAD STEP 84 SUBSTEP 7 NOT COMPLETED. CUM ITER = 1533 *** BEGIN BISECTION NUMBER 1 NEW TIME INCREMENT= 0.10172 DISP CONVERGENCE VALUE = 0.2272E-01 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2272E-01 DISP CONVERGENCE VALUE = 0.1002E-01 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1002E-01 DISP CONVERGENCE VALUE = 0.1425E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1425E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 84 SUBSTEP 7 COMPLETED. CUM ITER = 1535 *** TIME = 83.8111 TIME INC = 0.101719 *** MAX PLASTIC STRAIN STEP = 0.4441E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.10172 UNCHANGED 2D CONTACT ELEMENTS: 47 CONTACT POINTS HAVE TOO MUCH PENETRATION DISP CONVERGENCE VALUE = 6205. CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 6205. *** NOTE *** CP = 765.310 TIME= 16:02:39 One or more elements have become highly distorted. Excessive distortion of elements is usually a symptom indicating the need for corrective action elsewhere. Try incrementing the load more slowly (increase the number of substeps or decrease the time step size). You may need to improve your mesh to obtain elements with better aspect ratios. Also consider the behavior of materials, contact pairs, and/or constraint equations. If this message appears in the first iteration of first substep, be sure to perform element shape checking. *** LOAD STEP 84 SUBSTEP 8 NOT COMPLETED. CUM ITER = 1537 *** BEGIN BISECTION NUMBER 1 NEW TIME INCREMENT= 0.35602E-01 DISP CONVERGENCE VALUE = 449.7 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 449.7 2D CONTACT ELEMENTS: 2 CONTACT POINTS HAVE TOO MUCH PENETRATION *** WARNING *** CP = 766.214 TIME= 16:02:39 There are 846 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1380. CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 1380. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 110 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 111 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 112 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 113 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 115 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 116 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 117 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 118 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 119 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 120 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 121 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 122 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 123 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 124 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 125 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 126 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 127 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 128 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 129 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 130 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 131 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 132 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 133 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 134 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 136 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.277 TIME= 16:02:39 The change in thickness in element 137 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 138 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 139 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 140 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 142 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 143 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 144 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 145 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 146 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 147 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 148 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 149 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 150 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 151 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 152 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 153 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 154 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 155 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 156 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 157 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 158 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 159 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 160 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 161 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 162 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 163 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 164 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 165 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 166 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 167 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 168 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 169 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 170 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 171 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 172 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 173 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 174 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 175 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 176 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 177 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 178 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 179 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 180 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 181 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 182 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 183 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 184 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 185 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 186 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 187 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 188 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 189 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 190 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 191 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 192 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 193 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 194 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 195 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 196 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 197 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 198 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 199 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 200 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 201 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 202 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 203 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 204 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 205 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 206 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 207 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 208 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 209 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 210 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 211 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 212 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 213 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 214 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 215 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 216 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 217 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 218 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 219 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 220 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 221 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 222 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 223 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 224 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 225 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 226 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 227 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 230 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 231 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 596 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 597 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 598 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 599 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 600 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 601 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 602 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 603 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 604 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 605 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 606 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 607 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 608 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 609 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 610 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 611 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 612 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 613 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 614 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 615 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 616 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 617 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 618 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 619 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 620 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 621 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 622 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 623 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 624 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 625 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 626 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 627 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 628 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 629 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 630 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 631 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 632 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 633 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 634 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 635 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 636 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 637 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.308 TIME= 16:02:39 The change in thickness in element 638 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 766.339 TIME= 16:02:39 One or more elements have become highly distorted. Excessive distortion of elements is usually a symptom indicating the need for corrective action elsewhere. Try incrementing the load more slowly (increase the number of substeps or decrease the time step size). You may need to improve your mesh to obtain elements with better aspect ratios. Also consider the behavior of materials, contact pairs, and/or constraint equations. If this message appears in the first iteration of first substep, be sure to perform element shape checking. *** LOAD STEP 84 SUBSTEP 8 NOT COMPLETED. CUM ITER = 1539 *** BEGIN BISECTION NUMBER 2 NEW TIME INCREMENT= 0.12461E-01 DISP CONVERGENCE VALUE = 0.8042E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8042E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 84 SUBSTEP 8 COMPLETED. CUM ITER = 1539 *** TIME = 83.8236 TIME INC = 0.124605E-01 *** MAX PLASTIC STRAIN STEP = 0.6151E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.12461E-01 UNCHANGED DISP CONVERGENCE VALUE = 10.91 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 10.91 2D CONTACT ELEMENTS: 51 CONTACT POINTS HAVE TOO MUCH PENETRATION *** WARNING *** CP = 768.024 TIME= 16:02:40 There are 13 small equation solver pivot terms. DISP CONVERGENCE VALUE = 440.8 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -440.8 *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 562 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 563 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 564 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 565 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 566 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 568 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 569 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 570 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 571 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 572 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 573 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 574 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 575 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 576 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 577 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 578 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 579 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 580 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 581 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 582 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 586 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 587 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 588 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 589 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 590 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 591 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 592 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 593 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 594 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 595 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 596 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 623 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 624 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 625 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 626 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 627 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 628 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 629 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 630 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 631 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 632 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 633 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 634 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 635 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 636 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 637 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.133 TIME= 16:02:40 The change in thickness in element 638 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 768.164 TIME= 16:02:40 One or more elements have become highly distorted. Excessive distortion of elements is usually a symptom indicating the need for corrective action elsewhere. Try incrementing the load more slowly (increase the number of substeps or decrease the time step size). You may need to improve your mesh to obtain elements with better aspect ratios. Also consider the behavior of materials, contact pairs, and/or constraint equations. If this message appears in the first iteration of first substep, be sure to perform element shape checking. *** LOAD STEP 84 SUBSTEP 9 NOT COMPLETED. CUM ITER = 1542 *** BEGIN BISECTION NUMBER 1 NEW TIME INCREMENT= 0.43612E-02 DISP CONVERGENCE VALUE = 0.2401E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2401E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 84 SUBSTEP 9 COMPLETED. CUM ITER = 1542 *** TIME = 83.8279 TIME INC = 0.436119E-02 *** MAX PLASTIC STRAIN STEP = 0.2117E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.43612E-02 UNCHANGED DISP CONVERGENCE VALUE = 0.2323E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2323E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 84 SUBSTEP 10 COMPLETED. CUM ITER = 1543 *** TIME = 83.8323 TIME INC = 0.436119E-02 *** MAX PLASTIC STRAIN STEP = 0.2147E-05 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.65418E-02 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 87.34 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 87.34 *** WARNING *** CP = 771.051 TIME= 16:02:42 Contact element 3218 (real ID 4) has too much penetration 15.6392304 related to target element 2573. *** WARNING *** CP = 771.082 TIME= 16:02:42 Contact element 3272 (real ID 4) status changes abruptly from no-contact -> contact (with target element 2565). 2D CONTACT ELEMENTS: 23 CONTACT POINTS HAVE TOO MUCH PENETRATION *** WARNING *** CP = 771.144 TIME= 16:02:42 There are 462 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2658E+05 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2658E+05 *** NOTE *** CP = 771.207 TIME= 16:02:42 The change in thickness in element 575 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 771.207 TIME= 16:02:42 The change in thickness in element 576 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 771.207 TIME= 16:02:42 The change in thickness in element 577 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 771.207 TIME= 16:02:42 The change in thickness in element 578 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 771.207 TIME= 16:02:42 The change in thickness in element 616 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 771.207 TIME= 16:02:42 The change in thickness in element 617 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 771.207 TIME= 16:02:42 The change in thickness in element 618 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 771.207 TIME= 16:02:42 The change in thickness in element 619 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 771.207 TIME= 16:02:42 The change in thickness in element 620 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 771.207 TIME= 16:02:42 The change in thickness in element 621 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 771.207 TIME= 16:02:42 The change in thickness in element 622 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 771.207 TIME= 16:02:42 The change in thickness in element 623 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 771.207 TIME= 16:02:42 The change in thickness in element 624 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 771.207 TIME= 16:02:42 The change in thickness in element 625 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 771.207 TIME= 16:02:42 The change in thickness in element 626 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 771.207 TIME= 16:02:42 The change in thickness in element 627 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 771.207 TIME= 16:02:42 The change in thickness in element 628 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 771.207 TIME= 16:02:42 The change in thickness in element 629 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 771.207 TIME= 16:02:42 The change in thickness in element 630 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 771.207 TIME= 16:02:42 The change in thickness in element 631 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 771.207 TIME= 16:02:42 The change in thickness in element 632 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 771.207 TIME= 16:02:42 The change in thickness in element 637 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 771.207 TIME= 16:02:42 The change in thickness in element 638 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 771.238 TIME= 16:02:42 One or more elements have become highly distorted. Excessive distortion of elements is usually a symptom indicating the need for corrective action elsewhere. Try incrementing the load more slowly (increase the number of substeps or decrease the time step size). You may need to improve your mesh to obtain elements with better aspect ratios. Also consider the behavior of materials, contact pairs, and/or constraint equations. If this message appears in the first iteration of first substep, be sure to perform element shape checking. *** LOAD STEP 84 SUBSTEP 11 NOT COMPLETED. CUM ITER = 1546 *** BEGIN BISECTION NUMBER 1 NEW TIME INCREMENT= 0.22896E-02 DISP CONVERGENCE VALUE = 0.7757E-04 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7757E-04 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 84 SUBSTEP 11 COMPLETED. CUM ITER = 1546 *** TIME = 83.8346 TIME INC = 0.228963E-02 *** MAX PLASTIC STRAIN STEP = 0.1120E-05 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.22896E-02 UNCHANGED DISP CONVERGENCE VALUE = 28.96 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 28.96 *** WARNING *** CP = 772.938 TIME= 16:02:43 Contact element 3249 (real ID 4) status changes abruptly from no-contact -> contact (with target element 2568). 2D CONTACT ELEMENTS: 100 CONTACT POINTS HAVE TOO MUCH PENETRATION *** WARNING *** CP = 773.001 TIME= 16:02:43 There are 147 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1392E+05 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1392E+05 *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 576 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 577 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 578 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 579 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 580 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 581 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 582 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 583 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 584 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 585 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 586 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 587 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 588 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 589 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 590 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 591 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 592 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 593 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 594 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 595 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 596 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 597 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 598 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 599 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 600 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 601 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 602 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 603 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 604 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 605 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 606 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 607 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 608 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 609 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 610 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 611 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 612 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 613 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.063 TIME= 16:02:43 The change in thickness in element 614 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.094 TIME= 16:02:43 The change in thickness in element 615 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.094 TIME= 16:02:43 The change in thickness in element 617 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.094 TIME= 16:02:43 The change in thickness in element 618 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.094 TIME= 16:02:43 The change in thickness in element 624 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.094 TIME= 16:02:43 The change in thickness in element 625 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.094 TIME= 16:02:43 The change in thickness in element 626 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.094 TIME= 16:02:43 The change in thickness in element 631 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.094 TIME= 16:02:43 The change in thickness in element 632 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.094 TIME= 16:02:43 The change in thickness in element 633 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.094 TIME= 16:02:43 The change in thickness in element 634 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.094 TIME= 16:02:43 The change in thickness in element 635 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.094 TIME= 16:02:43 The change in thickness in element 636 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.094 TIME= 16:02:43 The change in thickness in element 637 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.094 TIME= 16:02:43 The change in thickness in element 638 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.094 TIME= 16:02:43 One or more elements have become highly distorted. Excessive distortion of elements is usually a symptom indicating the need for corrective action elsewhere. Try incrementing the load more slowly (increase the number of substeps or decrease the time step size). You may need to improve your mesh to obtain elements with better aspect ratios. Also consider the behavior of materials, contact pairs, and/or constraint equations. If this message appears in the first iteration of first substep, be sure to perform element shape checking. *** LOAD STEP 84 SUBSTEP 12 NOT COMPLETED. CUM ITER = 1549 *** BEGIN BISECTION NUMBER 1 NEW TIME INCREMENT= 0.80137E-03 DISP CONVERGENCE VALUE = 2.094 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 2.094 DISP CONVERGENCE VALUE = 47.34 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -47.34 *** NOTE *** CP = 773.983 TIME= 16:02:44 The change in thickness in element 638 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 773.983 TIME= 16:02:44 One or more elements have become highly distorted. Excessive distortion of elements is usually a symptom indicating the need for corrective action elsewhere. Try incrementing the load more slowly (increase the number of substeps or decrease the time step size). You may need to improve your mesh to obtain elements with better aspect ratios. Also consider the behavior of materials, contact pairs, and/or constraint equations. If this message appears in the first iteration of first substep, be sure to perform element shape checking. *** LOAD STEP 84 SUBSTEP 12 NOT COMPLETED. CUM ITER = 1551 *** BEGIN BISECTION NUMBER 2 NEW TIME INCREMENT= 0.28048E-03 DISP CONVERGENCE VALUE = 0.7526E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7526E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 84 SUBSTEP 12 COMPLETED. CUM ITER = 1551 *** TIME = 83.8348 TIME INC = 0.280479E-03 *** MAX PLASTIC STRAIN STEP = 0.1379E-06 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.28048E-03 UNCHANGED DISP CONVERGENCE VALUE = 0.1111E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1111E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 84 SUBSTEP 13 COMPLETED. CUM ITER = 1552 *** TIME = 83.8351 TIME INC = 0.280479E-03 *** MAX PLASTIC STRAIN STEP = 0.1379E-06 CRITERION = 0.1500 *** AUTO TIME STEP: NEXT TIME INC = 0.42072E-03 INCREASED (FACTOR = 1.5000) DISP CONVERGENCE VALUE = 3.738 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 3.738 DISP CONVERGENCE VALUE = 567.9 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -567.9 *** NOTE *** CP = 776.776 TIME= 16:02:45 The change in thickness in element 638 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 776.807 TIME= 16:02:45 One or more elements have become highly distorted. Excessive distortion of elements is usually a symptom indicating the need for corrective action elsewhere. Try incrementing the load more slowly (increase the number of substeps or decrease the time step size). You may need to improve your mesh to obtain elements with better aspect ratios. Also consider the behavior of materials, contact pairs, and/or constraint equations. If this message appears in the first iteration of first substep, be sure to perform element shape checking. *** LOAD STEP 84 SUBSTEP 14 NOT COMPLETED. CUM ITER = 1555 *** BEGIN BISECTION NUMBER 1 NEW TIME INCREMENT= 0.14725E-03 DISP CONVERGENCE VALUE = 1.938 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.938 DISP CONVERGENCE VALUE = 21.03 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -21.03 2D CONTACT ELEMENTS: 23 CONTACT POINTS HAVE TOO MUCH PENETRATION *** WARNING *** CP = 777.977 TIME= 16:02:46 There are 39 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2452E+05 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2452E+05 *** NOTE *** CP = 778.039 TIME= 16:02:46 The change in thickness in element 625 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 778.039 TIME= 16:02:46 The change in thickness in element 626 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 778.039 TIME= 16:02:46 The change in thickness in element 631 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 778.039 TIME= 16:02:46 The change in thickness in element 632 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 778.039 TIME= 16:02:46 The change in thickness in element 633 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 778.071 TIME= 16:02:46 The change in thickness in element 634 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 778.071 TIME= 16:02:46 The change in thickness in element 635 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 778.071 TIME= 16:02:46 The change in thickness in element 636 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 778.071 TIME= 16:02:46 The change in thickness in element 637 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 778.071 TIME= 16:02:46 The change in thickness in element 638 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 778.071 TIME= 16:02:46 One or more elements have become highly distorted. Excessive distortion of elements is usually a symptom indicating the need for corrective action elsewhere. Try incrementing the load more slowly (increase the number of substeps or decrease the time step size). You may need to improve your mesh to obtain elements with better aspect ratios. Also consider the behavior of materials, contact pairs, and/or constraint equations. If this message appears in the first iteration of first substep, be sure to perform element shape checking. *** LOAD STEP 84 SUBSTEP 14 NOT COMPLETED. CUM ITER = 1558 *** BEGIN BISECTION NUMBER 2 NEW TIME INCREMENT= 0.51538E-04 DISP CONVERGENCE VALUE = 0.6251E-05 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6251E-05 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 84 SUBSTEP 14 COMPLETED. CUM ITER = 1558 *** TIME = 83.8352 TIME INC = 0.515380E-04 *** MAX PLASTIC STRAIN STEP = 0.2584E-07 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.51538E-04 UNCHANGED DISP CONVERGENCE VALUE = 0.9963 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9963 DISP CONVERGENCE VALUE = 3.845 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -3.845 DISP CONVERGENCE VALUE = 883.0 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 883.0 *** NOTE *** CP = 780.769 TIME= 16:02:47 The change in thickness in element 565 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.769 TIME= 16:02:47 The change in thickness in element 566 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.769 TIME= 16:02:47 The change in thickness in element 571 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.769 TIME= 16:02:47 The change in thickness in element 572 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.769 TIME= 16:02:47 The change in thickness in element 573 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.769 TIME= 16:02:47 The change in thickness in element 574 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.769 TIME= 16:02:47 The change in thickness in element 575 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.769 TIME= 16:02:47 The change in thickness in element 576 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.769 TIME= 16:02:47 The change in thickness in element 577 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.769 TIME= 16:02:47 The change in thickness in element 578 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.769 TIME= 16:02:47 The change in thickness in element 579 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.769 TIME= 16:02:47 The change in thickness in element 580 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.769 TIME= 16:02:47 The change in thickness in element 581 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.769 TIME= 16:02:47 The change in thickness in element 582 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.769 TIME= 16:02:47 The change in thickness in element 583 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 584 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 585 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 586 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 587 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 588 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 589 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 590 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 591 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 592 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 593 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 594 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 595 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 596 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 597 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 598 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 599 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 600 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 601 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 602 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 603 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 604 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 605 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 606 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 607 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 614 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 615 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 616 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 617 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 618 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 619 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 620 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 621 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 622 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 623 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 624 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 625 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 626 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 627 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 628 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 629 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 630 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 631 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 632 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 633 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 634 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 635 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 636 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 637 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 The change in thickness in element 638 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 780.801 TIME= 16:02:47 One or more elements have become highly distorted. Excessive distortion of elements is usually a symptom indicating the need for corrective action elsewhere. Try incrementing the load more slowly (increase the number of substeps or decrease the time step size). You may need to improve your mesh to obtain elements with better aspect ratios. Also consider the behavior of materials, contact pairs, and/or constraint equations. If this message appears in the first iteration of first substep, be sure to perform element shape checking. *** LOAD STEP 84 SUBSTEP 15 NOT COMPLETED. CUM ITER = 1562 *** BEGIN BISECTION NUMBER 1 NEW TIME INCREMENT= 0.18038E-04 DISP CONVERGENCE VALUE = 0.2980 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2980 DISP CONVERGENCE VALUE = 0.1974 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1974 DISP CONVERGENCE VALUE = 0.1754 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1754 DISP CONVERGENCE VALUE = 0.6104 CRITERION= 0.5000E-02 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6104 DISP CONVERGENCE VALUE = 5.310 CRITERION= 0.5000E-02 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 5.310 DISP CONVERGENCE VALUE = 959.4 CRITERION= 0.5000E-02 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -959.4 *** NOTE *** CP = 783.328 TIME= 16:02:49 The change in thickness in element 638 exceeds the maximum allowable change in this iteration, which may cause bisection to occur. *** NOTE *** CP = 783.328 TIME= 16:02:49 One or more elements have become highly distorted. Excessive distortion of elements is usually a symptom indicating the need for corrective action elsewhere. Try incrementing the load more slowly (increase the number of substeps or decrease the time step size). You may need to improve your mesh to obtain elements with better aspect ratios. Also consider the behavior of materials, contact pairs, and/or constraint equations. If this message appears in the first iteration of first substep, be sure to perform element shape checking. *** LOAD STEP 84 SUBSTEP 15 NOT COMPLETED. CUM ITER = 1568 *** BEGIN BISECTION NUMBER 2 NEW TIME INCREMENT= 0.50000E-05 DISP CONVERGENCE VALUE = 0.2775E-03 CRITERION= 0.5000E-02 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2775E-03 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 84 SUBSTEP 15 COMPLETED. CUM ITER = 1568 *** TIME = 83.8352 TIME INC = 0.500000E-05 *** MAX PLASTIC STRAIN STEP = 0.1688E-08 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-05 UNCHANGED DISP CONVERGENCE VALUE = 0.1334 CRITERION= 0.5000E-02 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1334 DISP CONVERGENCE VALUE = 0.1389 CRITERION= 0.5000E-02 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1389 DISP CONVERGENCE VALUE = 0.6315E-02 CRITERION= 0.5000E-02 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6315E-02 DISP CONVERGENCE VALUE = 0.1268 CRITERION= 0.5000E-02 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1268 DISP CONVERGENCE VALUE = 0.1320 CRITERION= 0.5000E-02 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1320 DISP CONVERGENCE VALUE = 0.5958E-02 CRITERION= 0.5000E-02 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5958E-02 DISP CONVERGENCE VALUE = 0.1262 CRITERION= 0.5000E-02 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1262 DISP CONVERGENCE VALUE = 0.1314 CRITERION= 0.5000E-02 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1314 DISP CONVERGENCE VALUE = 0.5931E-02 CRITERION= 0.5000E-02 EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5931E-02 DISP CONVERGENCE VALUE = 0.1262 CRITERION= 0.5000E-02 EQUIL ITER 10 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1262 DISP CONVERGENCE VALUE = 0.1313 CRITERION= 0.5000E-02 EQUIL ITER 11 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1313 DISP CONVERGENCE VALUE = 0.5929E-02 CRITERION= 0.5000E-02 EQUIL ITER 12 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5929E-02 DISP CONVERGENCE VALUE = 0.1262 CRITERION= 0.5000E-02 EQUIL ITER 13 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1262 DISP CONVERGENCE VALUE = 0.1313 CRITERION= 0.5000E-02 EQUIL ITER 14 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1313 DISP CONVERGENCE VALUE = 0.5929E-02 CRITERION= 0.5000E-02 EQUIL ITER 15 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5929E-02 DISP CONVERGENCE VALUE = 0.1262 CRITERION= 0.5000E-02 EQUIL ITER 16 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1262 DISP CONVERGENCE VALUE = 0.1313 CRITERION= 0.5000E-02 EQUIL ITER 17 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1313 DISP CONVERGENCE VALUE = 0.5929E-02 CRITERION= 0.5000E-02 EQUIL ITER 18 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5929E-02 DISP CONVERGENCE VALUE = 0.1262 CRITERION= 0.5000E-02 EQUIL ITER 19 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1262 DISP CONVERGENCE VALUE = 0.1313 CRITERION= 0.5000E-02 EQUIL ITER 20 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1313 DISP CONVERGENCE VALUE = 0.5929E-02 CRITERION= 0.5000E-02 EQUIL ITER 21 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5929E-02 DISP CONVERGENCE VALUE = 0.1262 CRITERION= 0.5000E-02 EQUIL ITER 22 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1262 DISP CONVERGENCE VALUE = 0.1313 CRITERION= 0.5000E-02 EQUIL ITER 23 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1313 DISP CONVERGENCE VALUE = 0.5929E-02 CRITERION= 0.5000E-02 EQUIL ITER 24 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5929E-02 DISP CONVERGENCE VALUE = 0.1262 CRITERION= 0.5000E-02 EQUIL ITER 25 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1262 DISP CONVERGENCE VALUE = 0.1313 CRITERION= 0.5000E-02 EQUIL ITER 26 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1313 *** ERROR *** CP = 794.560 TIME= 16:02:55 Solution not converged at time 83.8351888 (load step 84 substep 16). Run terminated. *** WARNING *** CP = 794.560 TIME= 16:02:55 The unconverged solution (identified as time 84 substep 999999) is output for analysis debug purposes. Results should not be used for any other purpose. R E S T A R T I N F O R M A T I O N REASON FOR TERMINATION. . . . . . . . . .UNCONVERGED SOLUTION FILES NEEDED FOR RESTARTING . . . . . . . Coilband_Shell_2D_1-2.Rnnn Coilband_Shell_2D_1-2.ldhi Coilband_Shell_2D_1-2.rdb TIME OF LAST SOLUTION . . . . . . . . . . 83.835 TIME AT START OF THE LOAD STEP . . . . 83.000 TIME AT END OF THE LOAD STEP . . . . . 84.000 NOTE: FOR CONVERGING SOLUTIONS, ADDITIONAL EQUILIBRIUM ITERATIONS MAY BE ADDED IN THE RESTART (NEQIT COMMAND) USING THE RESTART FILE Coilband_Shell_2D_1-2.Rnnn ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= Coilband_Shell_2D_1-2.db FOR POSSIBLE RESUME FROM THIS POINT NUMBER OF WARNING MESSAGES ENCOUNTERED= 11 NUMBER OF ERROR MESSAGES ENCOUNTERED= 1 ***** PROBLEM TERMINATED BY INDICATED ERROR(S) OR BY END OF INPUT DATA ***** +--------------------- A N S Y S S T A T I S T I C S ------------------------+ Release: 14.0 Build: UP20111024 Platform: WINDOWS x64 Date Run: 06/04/2014 Time: 16:02 Windows Process ID: 10468 Compiler: Intel(R) FORTRAN Compiler Version 11.1.0 (Build: 20100414) Microsoft(R) Visual C/C++ Compiler Version 15.0 (Build: 30729) Intel(R) Math Kernel Library Version 10.3.3 Product Build 20110314 Number of cores: 2 (Shared Memory Parallel) GPU Acceleration: Not Requested Job Name: Coilband_Shell_2D_1-2 Working Directory: ..\Rechnungen\Coilband_Shell_2D_1_2 Elapsed time spent pre-processing model (/PREP7) : 0.1 seconds Elapsed time spent solution - preprocessing : 2.9 seconds Elapsed time spent computing solution : 442.1 seconds Elapsed time spent solution - postprocessing : 0.0 seconds Elapsed time spent post-processing model (/POST1) : 0.0 seconds Equation solver computational rate : 207.7 Mflops Maximum total memory used : 555.0 Mbytes Maximum total memory allocated : 1028.0 Mbytes +------------------ E N D A N S Y S S T A T I S T I C S -------------------+ *---------------------------------------------------------------------------* | | | ANSYS RUN COMPLETED | | | |---------------------------------------------------------------------------| | | | Release 14.0 UP20111024 WINDOWS x64 | | | |---------------------------------------------------------------------------| | | | Database Requested(-db) 512 MB Scratch Memory Requested 512 MB | | Maximum Database Used 10 MB Maximum Scratch Memory Used 40 MB | | | |---------------------------------------------------------------------------| | | | CP Time (sec) = 794.919 Time = 16:02:56 | | Elapsed Time (sec) = 451.000 Date = 06/04/2014 | | | *---------------------------------------------------------------------------*