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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. and ANSYS Europe, Ltd. are UL registered * * ISO 9001:2000 Companies. * * * *************************************************************** * * * U.S. GOVERNMENT RIGHTS * * * * 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) = NOLIST INPUT FILE COPY MODE (-c) = COPY 4 PARALLEL CPUS REQUESTED DESIGNXPLORER REQUESTED START-UP FILE MODE = NOREAD STOP FILE MODE = NOREAD 00000000 VERSION=WINDOWS x64 RELEASE= 13.0SP2 UP20110309 CURRENT JOBNAME=file 14:22:55 JUL 13, 2012 CP= 0.078 PARAMETER _DS_PROGRESS = 999.0000000 /INPUT FILE= ds.dat LINE= 0 DO NOT WRITE ELEMENT RESULTS INTO DATABASE *GET _WALLSTRT FROM ACTI ITEM=TIME WALL VALUE= 14.3822222 TITLE= 3DFormer_V01--Statisch-mechanisch (J5) --- Data in consistent NMM units. MPA UNITS SPECIFIED FOR INTERNAL LENGTH = MILLIMETERS (mm) MASS = TONNE (Mg) TIME = SECONDS (sec) TEMPERATURE = CELSIUS (C) TOFFSET = 273.0 FORCE = NEWTON (N) HEAT = MILLIJOULES (mJ) INPUT UNITS ARE ALSO SET TO MPA *****TRACK MONITOR LEVEL= -1 TRACK PRINT LEVEL = 0 TRACK SUMMARY LEVEL= 0 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 13.0SP2 ***** ANSYS Academic Research 00000000 VERSION=WINDOWS x64 14:22:56 JUL 13, 2012 CP= 0.531 3DFormer_V01--Statisch-mechanisch (J5) ***** ANSYS ANALYSIS DEFINITION (PREP7) ***** *********** Nodes for the whole assembly *********** *********** Elements for Body 1 "J_Stempelhalterung_Standard" *********** *********** Elements for Body 2 "J_altesModellmiteinschnitten_Standard" ******* *********** Elements for Body 3 "Schalenk_rper" *********** *********** Elements for Body 4 "J_Stempelhalterung_Standard" *********** *********** Elements for Body 5 "J_altesModellmiteinschnitten_Standard" ******* *********** Elements for Body 6 "J_Stempelhalterung_Standard" *********** *********** Elements for Body 7 "J_altesModellmiteinschnitten_Standard" ******* *********** Elements for Body 8 "J_Stempelhalterung_Standard" *********** *********** Elements for Body 9 "J_altesModellmiteinschnitten_Standard" ******* *********** Elements for Body 10 "J_Stempelhalterung_Standard" *********** *********** Elements for Body 11 "J_altesModellmiteinschnitten_Standard" ****** *********** Elements for Body 12 "J_Stempelhalterung_Standard" *********** *********** Elements for Body 13 "J_altesModellmiteinschnitten_Standard" ****** *********** Elements for Body 14 "J_Stempelhalterung_Standard" *********** *********** Elements for Body 15 "J_altesModellmiteinschnitten_Standard" ****** *********** Elements for Body 16 "J_Stempelhalterung_Standard" *********** *********** Elements for Body 17 "J_altesModellmiteinschnitten_Standard" ****** *********** Elements for Body 18 "Schalenk_rper" *********** *********** Send User Defined Coordinate System(s) *********** *********** Set Reference Temperature *********** *********** Send Materials *********** *********** Send Sheet Properties *********** *********** Create Contact "Rau - Schalenkörper bis J_altesModellmiteinschnitte Real Contact Set For Above Contact Is 20 & 19 *********** Create Contact "Rau - J_altesModellmiteinschnitten_Standard bis Sch Real Contact Set For Above Contact Is 22 & 21 *********** Create Contact "Rau - J_altesModellmiteinschnitten_Standard bis Sch Real Contact Set For Above Contact Is 24 & 23 *********** Create Contact "Rau - J_altesModellmiteinschnitten_Standard bis Sch Real Contact Set For Above Contact Is 26 & 25 *********** Create Contact "Rau - J_altesModellmiteinschnitten_Standard bis Sch Real Contact Set For Above Contact Is 28 & 27 *********** Create Contact "Rau - J_altesModellmiteinschnitten_Standard bis Sch Real Contact Set For Above Contact Is 30 & 29 *********** Create Contact "Rau - J_altesModellmiteinschnitten_Standard bis Sch Real Contact Set For Above Contact Is 32 & 31 *********** Create Contact "Rau - J_altesModellmiteinschnitten_Standard bis Sch Real Contact Set For Above Contact Is 34 & 33 *********** Create Contact "Rau - Schalenkörper bis Schalenkörper" *********** Real Contact Set For Above Contact Is 36 & 35 *********** Fixed Supports *********** *********** Define Pressure Using Surface Effect Elements *********** *********** Create Remote Point "Interner Fernpunkt" *********** *********** Create Remote Point "Interner Fernpunkt 2" *********** *********** Create Remote Point "Interner Fernpunkt 3" *********** *********** Create Remote Point "Interner Fernpunkt 4" *********** *********** Create Remote Point "Interner Fernpunkt 5" *********** *********** Create Remote Point "Interner Fernpunkt 6" *********** *********** Create Remote Point "Interner Fernpunkt 7" *********** *********** Create Remote Point "Interner Fernpunkt 8" *********** *********** Create Remote Point "Interner Fernpunkt 9" *********** *********** Create Remote Point "Interner Fernpunkt 10" *********** *********** Create Remote Point "Interner Fernpunkt 11" *********** *********** Create Remote Point "Interner Fernpunkt 12" *********** *********** Create Remote Point "Interner Fernpunkt 13" *********** *********** Create Remote Point "Interner Fernpunkt 14" *********** *********** Create Remote Point "Interner Fernpunkt 15" *********** *********** Create Remote Point "Interner Fernpunkt 16" *********** *********** Create Remote Point "Interner Fernpunkt 18" *********** *********** Create Remote Point "Interner Fernpunkt 20" *********** *********** Create Remote Point "Interner Fernpunkt 22" *********** *********** Create Remote Point "Interner Fernpunkt 24" *********** *********** Create Remote Point "Interner Fernpunkt 26" *********** *********** Create Remote Point "Interner Fernpunkt 28" *********** *********** Create Remote Point "Interner Fernpunkt 30" *********** *********** Create Remote Point "Interner Fernpunkt 32" *********** *********** Create Remote Point "Interner Fernpunkt 34" *********** *********** Create Remote Point "Interner Fernpunkt 36" *********** *********** Create Joint "Kugelförmig - J_Stempelhalterung_Standard bis J_altes Real Contact Set For Above Joint Is 90 *********** Create Joint "Kugelförmig - J_Stempelhalterung_Standard bis J_altes Real Contact Set For Above Joint Is 91 *********** Create Joint "Kugelförmig - J_Stempelhalterung_Standard bis J_altes Real Contact Set For Above Joint Is 92 *********** Create Joint "Kugelförmig - J_Stempelhalterung_Standard bis J_altes Real Contact Set For Above Joint Is 93 *********** Create Joint "Kugelförmig - J_Stempelhalterung_Standard bis J_altes Real Contact Set For Above Joint Is 94 *********** Create Joint "Kugelförmig - J_Stempelhalterung_Standard bis J_altes Real Contact Set For Above Joint Is 95 *********** Create Joint "Kugelförmig - J_Stempelhalterung_Standard bis J_altes Real Contact Set For Above Joint Is 96 *********** Create Joint "Kugelförmig - J_Stempelhalterung_Standard bis J_altes Real Contact Set For Above Joint Is 97 *********** Create Joint "Fixiert - Erde bis Schalenkörper" *********** Real Contact Set For Above Joint Is 98 *********** Create Joint "Fixiert - Erde bis Schalenkörper" *********** Real Contact Set For Above Joint Is 99 *********** Create Joint "Allgemein - Erde bis J_Stempelhalterung_Standard" *** Real Contact Set For Above Joint Is 100 *********** Create Joint "Allgemein - Erde bis J_Stempelhalterung_Standard" *** Real Contact Set For Above Joint Is 101 *********** Create Joint "Allgemein - Erde bis J_Stempelhalterung_Standard" *** Real Contact Set For Above Joint Is 102 *********** Create Joint "Allgemein - Erde bis J_Stempelhalterung_Standard" *** Real Contact Set For Above Joint Is 103 *********** Create Joint "Allgemein - Erde bis J_Stempelhalterung_Standard" *** Real Contact Set For Above Joint Is 104 *********** Create Joint "Allgemein - Erde bis J_Stempelhalterung_Standard" *** Real Contact Set For Above Joint Is 105 *********** Create Joint "Allgemein - Erde bis J_Stempelhalterung_Standard" *** Real Contact Set For Above Joint Is 106 *********** Create Joint "Allgemein - Erde bis J_Stempelhalterung_Standard" *** Real Contact Set For Above Joint Is 107 *********** Construct Weak Springs, Prototype 1 *********** *********** Construct Weak Springs, Prototype 2 *********** *********** Construct Weak Springs, Prototype 3 *********** *********** Construct Weak Springs, Prototype 4 *********** *********** Construct Weak Springs, Prototype 5 *********** *********** Construct Weak Springs, Prototype 6 *********** *********** Construct Weak Springs, Prototype 7 *********** *********** Construct Weak Springs, Prototype 8 *********** *********** Construct Weak Springs, Prototype 9 *********** *********** Construct Weak Springs, Prototype 10 *********** *********** Construct Weak Springs, Prototype 11 *********** *********** Construct Weak Springs, Prototype 12 *********** *********** Construct Weak Springs, Prototype 13 *********** *********** Construct Weak Springs, Prototype 14 *********** *********** Construct Weak Springs, Prototype 15 *********** *********** Construct Weak Springs, Prototype 16 *********** *********** Construct Weak Springs, Prototype 17 *********** *********** Construct Weak Springs, Prototype 18 *********** *********** Create Joint Drivers ********** ***** ROUTINE COMPLETED ***** CP = 4.188 --- Number of total nodes = 73592 --- Number of contact elements = 43680 --- Number of spring elements = 432 --- Number of solid elements = 45552 --- Number of total elements = 89912 *GET _WALLBSOL FROM ACTI ITEM=TIME WALL VALUE= 14.3825000 **************************************************************************** ************************* SOLUTION ******************************** **************************************************************************** ***** ANSYS SOLUTION ROUTINE ***** PERFORM A STATIC ANALYSIS THIS WILL BE A NEW ANALYSIS LARGE DEFORMATION ANALYSIS NEW SOLUTION CONTROL OPTION IS ACTIVATED, THE FOLLOWING COMMANDS ARE RESET TO NEW DEFAULTS: AUTOTS, DELTIM, NSUB, CNVTOL, LNSRCH, PRED, NROPT, TINTP, CUTCONTROL, OPNCONTROL, MONITOR, NEQIT, SSTIF, KBC. CONTACT TIME PREDICTIONS ARE BASED ON ELEMENT KEYOPT(7) SPECIFIED CONTACT INFORMATION PRINTOUT LEVEL 1 NLDIAG: Nonlinear diagnostics CONT option is set to ON. Writing frequency : each ITERATION. DEFINE RESTART CONTROL FOR LOADSTEP LAST AT FREQUENCY OF LAST AND NUMBER FOR OVERWRITE IS 0 ALSO DELETE RESTART FILE OF ENDSTEP. **************************************************** ******************* SOLVE FOR LS 1 **************** SELECT FOR ITEM=TYPE COMPONENT= IN RANGE 37 TO 37 STEP 1 1696 ELEMENTS (OF 89912 DEFINED) SELECTED BY ESEL COMMAND. SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1782 NODES (OF 73592 DEFINED) SELECTED FROM 1696 SELECTED ELEMENTS BY NSLE COMMAND. GENERATE SURFACE LOAD PRES ON SURFACE DEFINED BY ALL SELECTED NODES SET ACCORDING TO TABLE PARAMETER = _LOADVARI703 NUMBER OF PRES ELEMENT FACE LOADS STORED = 1696 ALL SELECT FOR ITEM=NODE COMPONENT= IN RANGE 1 TO 73592 STEP 1 73592 NODES (OF 73592 DEFINED) SELECTED BY NSEL COMMAND. ALL SELECT FOR ITEM=ELEM COMPONENT= IN RANGE 1 TO 89948 STEP 1 89912 ELEMENTS (OF 89912 DEFINED) SELECTED BY ESEL COMMAND. *********** Create Acceleration *********** SET PARAMETER DIMENSIONS ON _ACELX TYPE=TABL DIMENSIONS= 2 1 1 TIME PARAMETER _ACELX(1,0,1) = 0.000000000 PARAMETER _ACELX(2,0,1) = 1.000000000 PARAMETER _ACELX(1,1,1) = 0.000000000 PARAMETER _ACELX(2,1,1) = 0.000000000 SET PARAMETER DIMENSIONS ON _ACELY TYPE=TABL DIMENSIONS= 2 1 1 TIME PARAMETER _ACELY(1,0,1) = 0.000000000 PARAMETER _ACELY(2,0,1) = 1.000000000 PARAMETER _ACELY(1,1,1) = 0.000000000 PARAMETER _ACELY(2,1,1) = 9806.650000 SET PARAMETER DIMENSIONS ON _ACELZ TYPE=TABL DIMENSIONS= 2 1 1 TIME PARAMETER _ACELZ(1,0,1) = 0.000000000 PARAMETER _ACELZ(2,0,1) = 1.000000000 PARAMETER _ACELZ(1,1,1) = 0.000000000 PARAMETER _ACELZ(2,1,1) = 0.000000000 ACELX IS SET ACCORDING TO TABLE PARAMETER = _ACELX ACELY IS SET ACCORDING TO TABLE PARAMETER = _ACELY ACELZ IS SET ACCORDING TO TABLE PARAMETER = _ACELZ PRINTOUT RESUMED BY /GOP SELECT FOR ITEM=TYPE COMPONENT= IN RANGE 107 TO 107 STEP 1 1 ELEMENTS (OF 89912 DEFINED) SELECTED BY ESEL COMMAND. APPLIED BOUNDARY CONDITIONS OR FORCES FOR JOINT ELEMENTS SPECIFIED VALUE FOR ALL SELECTED ELEMENTS FORCE, MOMENT, DISPLACEMENT OR ROTATION LABEL = UZ SET ACCORDING TO TABLE PARAMETER = _LOADVARI489 ALL SELECT FOR ITEM=ELEM COMPONENT= IN RANGE 1 TO 89948 STEP 1 89912 ELEMENTS (OF 89912 DEFINED) SELECTED BY ESEL COMMAND. SELECT FOR ITEM=TYPE COMPONENT= IN RANGE 100 TO 100 STEP 1 1 ELEMENTS (OF 89912 DEFINED) SELECTED BY ESEL COMMAND. APPLIED BOUNDARY CONDITIONS OR FORCES FOR JOINT ELEMENTS SPECIFIED VALUE FOR ALL SELECTED ELEMENTS FORCE, MOMENT, DISPLACEMENT OR ROTATION LABEL = UZ SET ACCORDING TO TABLE PARAMETER = _LOADVARI546 ALL SELECT FOR ITEM=ELEM COMPONENT= IN RANGE 1 TO 89948 STEP 1 89912 ELEMENTS (OF 89912 DEFINED) SELECTED BY ESEL COMMAND. SELECT FOR ITEM=TYPE COMPONENT= IN RANGE 106 TO 106 STEP 1 1 ELEMENTS (OF 89912 DEFINED) SELECTED BY ESEL COMMAND. APPLIED BOUNDARY CONDITIONS OR FORCES FOR JOINT ELEMENTS SPECIFIED VALUE FOR ALL SELECTED ELEMENTS FORCE, MOMENT, DISPLACEMENT OR ROTATION LABEL = UZ SET ACCORDING TO TABLE PARAMETER = _LOADVARI607 ALL SELECT FOR ITEM=ELEM COMPONENT= IN RANGE 1 TO 89948 STEP 1 89912 ELEMENTS (OF 89912 DEFINED) SELECTED BY ESEL COMMAND. SELECT FOR ITEM=TYPE COMPONENT= IN RANGE 105 TO 105 STEP 1 1 ELEMENTS (OF 89912 DEFINED) SELECTED BY ESEL COMMAND. APPLIED BOUNDARY CONDITIONS OR FORCES FOR JOINT ELEMENTS SPECIFIED VALUE FOR ALL SELECTED ELEMENTS FORCE, MOMENT, DISPLACEMENT OR ROTATION LABEL = UZ SET ACCORDING TO TABLE PARAMETER = _LOADVARI608 ALL SELECT FOR ITEM=ELEM COMPONENT= IN RANGE 1 TO 89948 STEP 1 89912 ELEMENTS (OF 89912 DEFINED) SELECTED BY ESEL COMMAND. SELECT FOR ITEM=TYPE COMPONENT= IN RANGE 104 TO 104 STEP 1 1 ELEMENTS (OF 89912 DEFINED) SELECTED BY ESEL COMMAND. APPLIED BOUNDARY CONDITIONS OR FORCES FOR JOINT ELEMENTS SPECIFIED VALUE FOR ALL SELECTED ELEMENTS FORCE, MOMENT, DISPLACEMENT OR ROTATION LABEL = UZ SET ACCORDING TO TABLE PARAMETER = _LOADVARI609 ALL SELECT FOR ITEM=ELEM COMPONENT= IN RANGE 1 TO 89948 STEP 1 89912 ELEMENTS (OF 89912 DEFINED) SELECTED BY ESEL COMMAND. SELECT FOR ITEM=TYPE COMPONENT= IN RANGE 103 TO 103 STEP 1 1 ELEMENTS (OF 89912 DEFINED) SELECTED BY ESEL COMMAND. APPLIED BOUNDARY CONDITIONS OR FORCES FOR JOINT ELEMENTS SPECIFIED VALUE FOR ALL SELECTED ELEMENTS FORCE, MOMENT, DISPLACEMENT OR ROTATION LABEL = UZ SET ACCORDING TO TABLE PARAMETER = _LOADVARI610 ALL SELECT FOR ITEM=ELEM COMPONENT= IN RANGE 1 TO 89948 STEP 1 89912 ELEMENTS (OF 89912 DEFINED) SELECTED BY ESEL COMMAND. SELECT FOR ITEM=TYPE COMPONENT= IN RANGE 102 TO 102 STEP 1 1 ELEMENTS (OF 89912 DEFINED) SELECTED BY ESEL COMMAND. APPLIED BOUNDARY CONDITIONS OR FORCES FOR JOINT ELEMENTS SPECIFIED VALUE FOR ALL SELECTED ELEMENTS FORCE, MOMENT, DISPLACEMENT OR ROTATION LABEL = UZ SET ACCORDING TO TABLE PARAMETER = _LOADVARI611 ALL SELECT FOR ITEM=ELEM COMPONENT= IN RANGE 1 TO 89948 STEP 1 89912 ELEMENTS (OF 89912 DEFINED) SELECTED BY ESEL COMMAND. SELECT FOR ITEM=TYPE COMPONENT= IN RANGE 101 TO 101 STEP 1 1 ELEMENTS (OF 89912 DEFINED) SELECTED BY ESEL COMMAND. APPLIED BOUNDARY CONDITIONS OR FORCES FOR JOINT ELEMENTS SPECIFIED VALUE FOR ALL SELECTED ELEMENTS FORCE, MOMENT, DISPLACEMENT OR ROTATION LABEL = UZ SET ACCORDING TO TABLE PARAMETER = _LOADVARI612 ALL SELECT FOR ITEM=ELEM COMPONENT= IN RANGE 1 TO 89948 STEP 1 89912 ELEMENTS (OF 89912 DEFINED) SELECTED BY ESEL COMMAND. USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1000 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM USE A MAXIMUM OF 40 EQUILIBRIUM ITERATIONS EACH SUBSTEP TIME= 1.0000 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES PRINTOUT RESUMED BY /GOP WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC NONLINEAR STABILIZATION CONTROL: KEY=OFF *GET ANSINTER_ FROM ACTI ITEM=INT VALUE= 0.00000000 *IF ANSINTER_ ( = 0.00000 ) NE 0 ( = 0.00000 ) THEN *ENDIF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 5.250 TIME= 14:22:57 Element shape checking is currently inactive. Issue SHPP,ON or SHPP,WARN to reactivate, if desired. *** NOTE *** CP = 5.625 TIME= 14:22:57 The model data was checked and warning messages were found. Please review output or errors file ( C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C\file.err ) for these warning messages. *** SELECTION OF ELEMENT TECHNOLOGIES FOR APPLICABLE ELEMENTS *** --- GIVE SUGGESTIONS AND RESET THE KEY OPTIONS --- ELEMENT TYPE 1 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. ELEMENT TYPE 2 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. ELEMENT TYPE 3 IS SHELL181. IT IS ASSOCIATED WITH HYPERELASTIC MATERIALS ONLY. KEYOPT(3)=0 AND KEYOPT(8)=0 ARE SUGGESTED. THEY HAVE BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 4 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. ELEMENT TYPE 5 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. ELEMENT TYPE 6 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. ELEMENT TYPE 7 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. ELEMENT TYPE 8 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. ELEMENT TYPE 9 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. ELEMENT TYPE 10 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. ELEMENT TYPE 11 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. ELEMENT TYPE 12 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. ELEMENT TYPE 13 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. ELEMENT TYPE 14 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. ELEMENT TYPE 15 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. ELEMENT TYPE 16 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. ELEMENT TYPE 17 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. ELEMENT TYPE 18 IS SHELL181. IT IS ASSOCIATED WITH HYPERELASTIC MATERIALS ONLY. KEYOPT(3)=0 AND KEYOPT(8)=0 ARE SUGGESTED. THEY HAVE BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 13.0SP2 ***** ANSYS Academic Research 00000000 VERSION=WINDOWS x64 14:22:57 JUL 13, 2012 CP= 5.797 3DFormer_V01--Statisch-mechanisch (J5) S O L U T I O N O P T I O N S PROBLEM DIMENSIONALITY. . . . . . . . . . . . .3-D DEGREES OF FREEDOM. . . . . . UX UY UZ ROTX ROTY ROTZ ANALYSIS TYPE . . . . . . . . . . . . . . . . .STATIC (STEADY-STATE) OFFSET TEMPERATURE FROM ABSOLUTE ZERO . . . . . 273.15 NONLINEAR GEOMETRIC EFFECTS . . . . . . . . . .ON NEWTON-RAPHSON OPTION . . . . . . . . . . . . .PROGRAM CHOSEN GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC *** WARNING *** CP = 5.844 TIME= 14:22:57 Material number 90 (used by element 45589 ) should normally have at least one MP or one TB type command associated with it. Output of energy by material may not be available. *** NOTE *** CP = 6.109 TIME= 14:22:57 The step data was checked and warning messages were found. Please review output or errors file ( C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C\file.err ) for these warning messages. *** NOTE *** CP = 6.109 TIME= 14:22:57 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. SOLCONTROL,ON uses sparse matrix direct solver *** NOTE *** CP = 6.312 TIME= 14:22:58 Internal nodes from 73593 to 73680 are created. 26 internal nodes are used for handling degrees of freedom on pilot nodes of rigid target surfaces. 62 internal nodes are used for non-contact elements with mixed formulation. 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 . . . . . . . . . 5 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 40 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 10.156 TIME= 14:23:00 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 = 10.156 TIME= 14:23:00 Symmetric Deformable- deformable contact pair identified by real constant set 19 and contact element type 19 has been set up. The companion pair has real constant set ID 20. Both pairs should have the same behavior. For asymmetric contact analysis, you may keep the current pair and deactivate its companion pair. Contact algorithm: Penalty method Contact detection at: Gauss integration point Contact stiffness factor FKN 1.0000 The resulting contact stiffness 0.56433E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 4.0000 Default tangent stiffness factor FKT 1.0000 Default elastic slip factor SLTOL 0.50000E-02 The resulting elastic slip 0.14108E-01 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 2.8216 Average contact pair depth 40.000 User defined pinball region PINB 2.0000 *WARNING*: Initial penetration is included. Rough contact is defined. *** NOTE *** CP = 10.156 TIME= 14:23:00 Max. Initial penetration 1.776356839E-15 was detected between contact element 47305 and target element 49244. **************************************** *** NOTE *** CP = 10.156 TIME= 14:23:00 Symmetric Deformable- deformable contact pair identified by real constant set 20 and contact element type 19 has been set up. The companion pair has real constant set ID 19. Both pairs should have the same behavior. For asymmetric contact analysis, you may deactivate the current pair and keep its companion pair. Contact algorithm: Penalty method Contact detection at: Gauss integration point Contact stiffness factor FKN 1.0000 The resulting contact stiffness 0.56433E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.17341 Default tangent stiffness factor FKT 1.0000 Default elastic slip factor SLTOL 0.50000E-02 The resulting elastic slip 0.14292E-01 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 2.8585 Average contact pair depth 1.7341 User defined pinball region PINB 2.0000 *WARNING*: Initial penetration is included. Rough contact is defined. *** NOTE *** CP = 10.156 TIME= 14:23:00 Max. Initial penetration 1.776356839E-15 was detected between contact element 48999 and target element 45740. **************************************** *** NOTE *** CP = 10.156 TIME= 14:23:00 Symmetric Deformable- deformable contact pair identified by real constant set 21 and contact element type 21 has been set up. The companion pair has real constant set ID 22. Both pairs should have the same behavior. For asymmetric contact analysis, you may keep the current pair and deactivate its companion pair. Contact algorithm: Penalty method Contact detection at: Gauss integration point Contact stiffness factor FKN 1.0000 The resulting contact stiffness 0.56433E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 4.0000 Default tangent stiffness factor FKT 1.0000 Default elastic slip factor SLTOL 0.50000E-02 The resulting elastic slip 0.14108E-01 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 2.8216 Average contact pair depth 40.000 User defined pinball region PINB 2.0000 *WARNING*: Initial penetration is included. Rough contact is defined. *** NOTE *** CP = 10.156 TIME= 14:23:00 Max. Initial penetration 3.552713679E-15 was detected between contact element 52042 and target element 53021. **************************************** *** NOTE *** CP = 10.156 TIME= 14:23:00 Symmetric Deformable- deformable contact pair identified by real constant set 22 and contact element type 21 has been set up. The companion pair has real constant set ID 21. Both pairs should have the same behavior. For asymmetric contact analysis, you may deactivate the current pair and keep its companion pair. Contact algorithm: Penalty method Contact detection at: Gauss integration point Contact stiffness factor FKN 1.0000 The resulting contact stiffness 0.56433E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.17341 Default tangent stiffness factor FKT 1.0000 Default elastic slip factor SLTOL 0.50000E-02 The resulting elastic slip 0.14292E-01 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 2.8585 Average contact pair depth 1.7341 User defined pinball region PINB 2.0000 *WARNING*: Initial penetration is included. Rough contact is defined. *** NOTE *** CP = 10.156 TIME= 14:23:00 Max. Initial penetration 1.776356839E-15 was detected between contact element 52745 and target element 50548. **************************************** *** NOTE *** CP = 10.156 TIME= 14:23:00 Symmetric Deformable- deformable contact pair identified by real constant set 23 and contact element type 23 has been set up. The companion pair has real constant set ID 24. Both pairs should have the same behavior. For asymmetric contact analysis, you may keep the current pair and deactivate its companion pair. Contact algorithm: Penalty method Contact detection at: Gauss integration point Contact stiffness factor FKN 1.0000 The resulting contact stiffness 0.56433E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 4.0000 Default tangent stiffness factor FKT 1.0000 Default elastic slip factor SLTOL 0.50000E-02 The resulting elastic slip 0.14108E-01 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 2.8216 Average contact pair depth 40.000 User defined pinball region PINB 2.0000 *WARNING*: Initial penetration is included. Rough contact is defined. *** NOTE *** CP = 10.156 TIME= 14:23:00 Max. Initial penetration 3.552713679E-15 was detected between contact element 55484 and target element 56717. **************************************** *** NOTE *** CP = 10.156 TIME= 14:23:00 Symmetric Deformable- deformable contact pair identified by real constant set 24 and contact element type 23 has been set up. The companion pair has real constant set ID 23. Both pairs should have the same behavior. For asymmetric contact analysis, you may deactivate the current pair and keep its companion pair. Contact algorithm: Penalty method Contact detection at: Gauss integration point Contact stiffness factor FKN 1.0000 The resulting contact stiffness 0.56433E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.17341 Default tangent stiffness factor FKT 1.0000 Default elastic slip factor SLTOL 0.50000E-02 The resulting elastic slip 0.14292E-01 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 2.8585 Average contact pair depth 1.7341 User defined pinball region PINB 2.0000 *WARNING*: Initial penetration is included. Rough contact is defined. *** NOTE *** CP = 10.156 TIME= 14:23:00 Max. Initial penetration 1.776356839E-15 was detected between contact element 56491 and target element 54097. **************************************** *** NOTE *** CP = 10.156 TIME= 14:23:00 Symmetric Deformable- deformable contact pair identified by real constant set 25 and contact element type 25 has been set up. The companion pair has real constant set ID 26. Both pairs should have the same behavior. For asymmetric contact analysis, you may keep the current pair and deactivate its companion pair. Contact algorithm: Penalty method Contact detection at: Gauss integration point Contact stiffness factor FKN 1.0000 The resulting contact stiffness 0.56433E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 4.0000 Default tangent stiffness factor FKT 1.0000 Default elastic slip factor SLTOL 0.50000E-02 The resulting elastic slip 0.14108E-01 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 2.8216 Average contact pair depth 40.000 User defined pinball region PINB 2.0000 *WARNING*: Initial penetration is included. Rough contact is defined. *** NOTE *** CP = 10.156 TIME= 14:23:00 Max. Initial penetration 3.552713679E-15 was detected between contact element 59518 and target element 60481. **************************************** *** NOTE *** CP = 10.156 TIME= 14:23:00 Symmetric Deformable- deformable contact pair identified by real constant set 26 and contact element type 25 has been set up. The companion pair has real constant set ID 25. Both pairs should have the same behavior. For asymmetric contact analysis, you may deactivate the current pair and keep its companion pair. Contact algorithm: Penalty method Contact detection at: Gauss integration point Contact stiffness factor FKN 1.0000 The resulting contact stiffness 0.56433E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.17341 Default tangent stiffness factor FKT 1.0000 Default elastic slip factor SLTOL 0.50000E-02 The resulting elastic slip 0.14292E-01 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 2.8585 Average contact pair depth 1.7341 User defined pinball region PINB 2.0000 *WARNING*: Initial penetration is included. Rough contact is defined. *** NOTE *** CP = 10.156 TIME= 14:23:00 Max. Initial penetration 1.776356839E-15 was detected between contact element 60237 and target element 58029. **************************************** *** NOTE *** CP = 10.156 TIME= 14:23:00 Symmetric Deformable- deformable contact pair identified by real constant set 27 and contact element type 27 has been set up. The companion pair has real constant set ID 28. Both pairs should have the same behavior. For asymmetric contact analysis, you may keep the current pair and deactivate its companion pair. Contact algorithm: Penalty method Contact detection at: Gauss integration point Contact stiffness factor FKN 1.0000 The resulting contact stiffness 0.56433E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 4.0000 Default tangent stiffness factor FKT 1.0000 Default elastic slip factor SLTOL 0.50000E-02 The resulting elastic slip 0.14108E-01 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 2.8216 Average contact pair depth 40.000 User defined pinball region PINB 2.0000 *WARNING*: Initial penetration is included. Rough contact is defined. *** NOTE *** CP = 10.156 TIME= 14:23:00 Max. Initial penetration 1.776356839E-15 was detected between contact element 62322 and target element 64335. **************************************** *** NOTE *** CP = 10.156 TIME= 14:23:00 Symmetric Deformable- deformable contact pair identified by real constant set 28 and contact element type 27 has been set up. The companion pair has real constant set ID 27. Both pairs should have the same behavior. For asymmetric contact analysis, you may deactivate the current pair and keep its companion pair. Contact algorithm: Penalty method Contact detection at: Gauss integration point Contact stiffness factor FKN 1.0000 The resulting contact stiffness 0.56433E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.17341 Default tangent stiffness factor FKT 1.0000 Default elastic slip factor SLTOL 0.50000E-02 The resulting elastic slip 0.14292E-01 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 2.8585 Average contact pair depth 1.7341 User defined pinball region PINB 2.0000 *WARNING*: Initial penetration is included. Rough contact is defined. *** NOTE *** CP = 10.156 TIME= 14:23:00 Max. Initial penetration 1.776356839E-15 was detected between contact element 63983 and target element 60745. **************************************** *** NOTE *** CP = 10.156 TIME= 14:23:00 Symmetric Deformable- deformable contact pair identified by real constant set 29 and contact element type 29 has been set up. The companion pair has real constant set ID 30. Both pairs should have the same behavior. For asymmetric contact analysis, you may keep the current pair and deactivate its companion pair. Contact algorithm: Penalty method Contact detection at: Gauss integration point Contact stiffness factor FKN 1.0000 The resulting contact stiffness 0.56433E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 4.0000 Default tangent stiffness factor FKT 1.0000 Default elastic slip factor SLTOL 0.50000E-02 The resulting elastic slip 0.14108E-01 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 2.8216 Average contact pair depth 40.000 User defined pinball region PINB 2.0000 *WARNING*: Initial penetration is included. Rough contact is defined. *** NOTE *** CP = 10.156 TIME= 14:23:00 Max. Initial penetration 3.552713679E-15 was detected between contact element 66539 and target element 67977. **************************************** *** NOTE *** CP = 10.156 TIME= 14:23:00 Symmetric Deformable- deformable contact pair identified by real constant set 30 and contact element type 29 has been set up. The companion pair has real constant set ID 29. Both pairs should have the same behavior. For asymmetric contact analysis, you may deactivate the current pair and keep its companion pair. Contact algorithm: Penalty method Contact detection at: Gauss integration point Contact stiffness factor FKN 1.0000 The resulting contact stiffness 0.56433E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.17341 Default tangent stiffness factor FKT 1.0000 Default elastic slip factor SLTOL 0.50000E-02 The resulting elastic slip 0.14292E-01 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 2.8585 Average contact pair depth 1.7341 User defined pinball region PINB 2.0000 *WARNING*: Initial penetration is included. Rough contact is defined. *** NOTE *** CP = 10.156 TIME= 14:23:00 Max. Initial penetration 1.776356839E-15 was detected between contact element 67729 and target element 65511. **************************************** *** NOTE *** CP = 10.156 TIME= 14:23:00 Symmetric Deformable- deformable contact pair identified by real constant set 31 and contact element type 31 has been set up. The companion pair has real constant set ID 32. Both pairs should have the same behavior. For asymmetric contact analysis, you may keep the current pair and deactivate its companion pair. Contact algorithm: Penalty method Contact detection at: Gauss integration point Contact stiffness factor FKN 1.0000 The resulting contact stiffness 0.56433E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 4.0000 Default tangent stiffness factor FKT 1.0000 Default elastic slip factor SLTOL 0.50000E-02 The resulting elastic slip 0.14108E-01 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 2.8216 Average contact pair depth 40.000 User defined pinball region PINB 2.0000 *WARNING*: Initial penetration is included. Rough contact is defined. *** NOTE *** CP = 10.156 TIME= 14:23:00 Max. Initial penetration 1.776356839E-15 was detected between contact element 69798 and target element 71761. **************************************** *** NOTE *** CP = 10.156 TIME= 14:23:00 Symmetric Deformable- deformable contact pair identified by real constant set 32 and contact element type 31 has been set up. The companion pair has real constant set ID 31. Both pairs should have the same behavior. For asymmetric contact analysis, you may deactivate the current pair and keep its companion pair. Contact algorithm: Penalty method Contact detection at: Gauss integration point Contact stiffness factor FKN 1.0000 The resulting contact stiffness 0.56433E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.17341 Default tangent stiffness factor FKT 1.0000 Default elastic slip factor SLTOL 0.50000E-02 The resulting elastic slip 0.14292E-01 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 2.8585 Average contact pair depth 1.7341 User defined pinball region PINB 2.0000 *WARNING*: Initial penetration is included. Rough contact is defined. *** NOTE *** CP = 10.156 TIME= 14:23:00 Max. Initial penetration 1.776356839E-15 was detected between contact element 71475 and target element 68227. **************************************** *** NOTE *** CP = 10.156 TIME= 14:23:00 Symmetric Deformable- deformable contact pair identified by real constant set 33 and contact element type 33 has been set up. The companion pair has real constant set ID 34. Both pairs should have the same behavior. For asymmetric contact analysis, you may keep the current pair and deactivate its companion pair. Contact algorithm: Penalty method Contact detection at: Gauss integration point Contact stiffness factor FKN 1.0000 The resulting contact stiffness 0.56433E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 4.0000 Default tangent stiffness factor FKT 1.0000 Default elastic slip factor SLTOL 0.50000E-02 The resulting elastic slip 0.14108E-01 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 2.8216 Average contact pair depth 40.000 User defined pinball region PINB 2.0000 *WARNING*: Initial penetration is included. Rough contact is defined. *** NOTE *** CP = 10.156 TIME= 14:23:00 Max. Initial penetration 1.776356839E-15 was detected between contact element 73973 and target element 75534. **************************************** *** NOTE *** CP = 10.156 TIME= 14:23:00 Symmetric Deformable- deformable contact pair identified by real constant set 34 and contact element type 33 has been set up. The companion pair has real constant set ID 33. Both pairs should have the same behavior. For asymmetric contact analysis, you may deactivate the current pair and keep its companion pair. Contact algorithm: Penalty method Contact detection at: Gauss integration point Contact stiffness factor FKN 1.0000 The resulting contact stiffness 0.56433E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.17341 Default tangent stiffness factor FKT 1.0000 Default elastic slip factor SLTOL 0.50000E-02 The resulting elastic slip 0.14292E-01 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 2.8585 Average contact pair depth 1.7341 User defined pinball region PINB 2.0000 *WARNING*: Initial penetration is included. Rough contact is defined. *** NOTE *** CP = 10.156 TIME= 14:23:00 Max. Initial penetration 1.776356839E-15 was detected between contact element 75221 and target element 72992. **************************************** *** NOTE *** CP = 10.156 TIME= 14:23:00 Symmetric Deformable- deformable contact pair identified by real constant set 35 and contact element type 35 has been set up. The companion pair has real constant set ID 36. Both pairs should have the same behavior. *** WARNING *** CP = 10.156 TIME= 14:23:00 ANSYS has found the contact pairs have similar mesh patterns which can cause overconstraint. You may deactivate the current pair and keep its companion pair. Contact algorithm: Penalty method Contact detection at: Gauss integration point Contact stiffness factor FKN 1.0000 The resulting contact stiffness 0.56433E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 4.0000 Default tangent stiffness factor FKT 1.0000 Default elastic slip factor SLTOL 0.50000E-02 The resulting elastic slip 0.14108E-01 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 2.8216 Average contact pair depth 40.000 User defined pinball region PINB 26.000 *** NOTE *** CP = 10.156 TIME= 14:23:00 One of the contact searching regions contains at least 484 target elements. You may reduce the pinball radius. Auto contact offset used to close gap 25.250 Initial penetration is excluded. Rough contact is defined. *** NOTE *** CP = 10.156 TIME= 14:23:00 Min. Initial gap 25 was detected between contact element 77271 and target element 80663. The gap is closed due to initial adjustment. **************************************** *** NOTE *** CP = 10.156 TIME= 14:23:00 Symmetric Deformable- deformable contact pair identified by real constant set 36 and contact element type 35 has been set up. The companion pair has real constant set ID 35. Both pairs should have the same behavior. For asymmetric contact analysis, you may keep the current pair and deactivate its companion pair. Contact algorithm: Penalty method Contact detection at: Gauss integration point Contact stiffness factor FKN 1.0000 The resulting contact stiffness 0.56433E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 4.0000 Default tangent stiffness factor FKT 1.0000 Default elastic slip factor SLTOL 0.50000E-02 The resulting elastic slip 0.14108E-01 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 2.8216 Average contact pair depth 40.000 User defined pinball region PINB 26.000 *** NOTE *** CP = 10.156 TIME= 14:23:00 One of the contact searching regions contains at least 484 target elements. You may reduce the pinball radius. Auto contact offset used to close gap 25.250 Initial penetration is excluded. Rough contact is defined. *** NOTE *** CP = 10.156 TIME= 14:23:00 Min. Initial gap 25 was detected between contact element 78967 and target element 75575. The gap is closed due to initial adjustment. **************************************** *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 38 and contact element type 38 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73125 which connects to other element 45589. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 40 and contact element type 40 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73126 which connects to other element 45589. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 42 and contact element type 42 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73127 which connects to other element 45590. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 44 and contact element type 44 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73128 which connects to other element 45590. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 46 and contact element type 46 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73129 which connects to other element 45591. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 48 and contact element type 48 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73130 which connects to other element 45591. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 50 and contact element type 50 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73131 which connects to other element 45592. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 52 and contact element type 52 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73132 which connects to other element 45592. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 54 and contact element type 54 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73133 which connects to other element 45593. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 56 and contact element type 56 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73134 which connects to other element 45593. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 58 and contact element type 58 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73135 which connects to other element 45594. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 60 and contact element type 60 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73136 which connects to other element 45594. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 62 and contact element type 62 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73137 which connects to other element 45595. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 64 and contact element type 64 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73138 which connects to other element 45595. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 66 and contact element type 66 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73139 which connects to other element 45596. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 68 and contact element type 68 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73140 which connects to other element 45596. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 70 and contact element type 70 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73142 which connects to other element 45597. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *WARNING*: Boundary conditions, coupling, and/or constraint equations have been applied on certain contact nodes (for example 48970). *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 72 and contact element type 72 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73144 which connects to other element 45598. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *WARNING*: Boundary conditions, coupling, and/or constraint equations have been applied on certain contact nodes (for example 50752). *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 74 and contact element type 74 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73146 which connects to other element 45599. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 76 and contact element type 76 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73148 which connects to other element 45600. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 78 and contact element type 78 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73150 which connects to other element 45601. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 80 and contact element type 80 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73152 which connects to other element 45602. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 82 and contact element type 82 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73154 which connects to other element 45603. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 84 and contact element type 84 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73156 which connects to other element 45604. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 86 and contact element type 86 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73158 which connects to other element 45605. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 10.156 TIME= 14:23:00 Rigid-constraint surface identified by real constant set 88 and contact element type 88 has been set up. The degrees of freedom of the rigid surface are driven by the pilot node 73160 which connects to other element 45606. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** WARNING *** CP = 10.172 TIME= 14:23:00 Overconstraint may occur for Lagrange multiplier or MPC based contact algorithm. The reasons for possible overconstraint are: *Boundary conditions, coupling, and/or constraint equations have been applied on certain contact nodes (for example 50752). **************************************** *** NOTE *** CP = 10.203 TIME= 14:23:00 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** WARNING *** CP = 10.406 TIME= 14:23:01 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 10.406 TIME= 14:23:01 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 10.406 TIME= 14:23:01 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. The FEA model contains 0 external CE equations and 33132 internal CE equations. ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 19 Max. Penetration of -1.776356839E-15 has been detected between contact element 47305 and target element 49244. For total 1696 contact elements, there are 88 elements are in contact. There are 88 elements are in sticking. Contacting area 611.154074. Max. Pinball distance 2. One of the contact searching regions contains at least 30 target elements. Max. Pressure/force 1.414255171E-16. Max. Normal stiffness 5.64333017E-02. Min. Normal stiffness 5.64333017E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 20 Max. Penetration of -1.776356839E-15 has been detected between contact element 48999 and target element 45740. For total 177 contact elements, there are 177 elements are in contact. There are 177 elements are in sticking. Contacting area 615.749996. Max. Pinball distance 2. One of the contact searching regions contains at least 16 target elements. Max. Pressure/force 1.43275712E-16. Max. Normal stiffness 5.64333017E-02. Min. Normal stiffness 5.64333017E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 21 Max. Penetration of -3.552713679E-15 has been detected between contact element 52042 and target element 53021. For total 1696 contact elements, there are 92 elements are in contact. There are 92 elements are in sticking. Contacting area 616.803225. Contact element 52633 has Max. Slip distance 1.50155348E-15. Max. Total sliding distance 1.50155348E-15. Max. Pinball distance 2. One of the contact searching regions contains at least 31 target elements. Max. Pressure/force 2.004913629E-16. Max. Normal stiffness 5.64333017E-02. Min. Normal stiffness 5.64333017E-02. Max. Tangential stiffness 5.64333017E-02. Min. Tangential stiffness 5.64333017E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 22 Max. Penetration of -1.776356839E-15 has been detected between contact element 52745 and target element 50548. For total 177 contact elements, there are 177 elements are in contact. There are 177 elements are in sticking. Contacting area 615.749996. Contact element 52867 has Max. Slip distance 2.184386037E-15. Max. Total sliding distance 2.184386037E-15. Max. Pinball distance 2. One of the contact searching regions contains at least 16 target elements. Max. Pressure/force 1.432757121E-16. Max. Normal stiffness 5.64333017E-02. Min. Normal stiffness 5.64333017E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 23 Max. Penetration of -3.552713679E-15 has been detected between contact element 55484 and target element 56717. For total 1696 contact elements, there are 88 elements are in contact. There are 88 elements are in sticking. Contacting area 616.972587. Contact element 56393 has Max. Slip distance 1.50155348E-15. Max. Total sliding distance 1.50155348E-15. Max. Pinball distance 2. One of the contact searching regions contains at least 31 target elements. Max. Pressure/force 2.004913629E-16. Max. Normal stiffness 5.64333017E-02. Min. Normal stiffness 5.64333017E-02. Max. Tangential stiffness 5.64333017E-02. Min. Tangential stiffness 5.64333017E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 24 Max. Penetration of -1.776356839E-15 has been detected between contact element 56491 and target element 54097. For total 177 contact elements, there are 177 elements are in contact. There are 177 elements are in sticking. Contacting area 615.749996. Contact element 56655 has Max. Slip distance 2.884872827E-15. Max. Total sliding distance 2.884872827E-15. Max. Pinball distance 2. One of the contact searching regions contains at least 16 target elements. Max. Pressure/force 1.432757121E-16. Max. Normal stiffness 5.64333017E-02. Min. Normal stiffness 5.64333017E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 25 Max. Penetration of -3.552713679E-15 has been detected between contact element 59518 and target element 60481. For total 1696 contact elements, there are 87 elements are in contact. There are 87 elements are in sticking. Contacting area 612.841912. Max. Pinball distance 2. One of the contact searching regions contains at least 31 target elements. Max. Pressure/force 2.004913629E-16. Max. Normal stiffness 5.64333017E-02. Min. Normal stiffness 5.64333017E-02. Max. Tangential stiffness 5.64333017E-02. Min. Tangential stiffness 5.64333017E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 26 Max. Penetration of -1.776356839E-15 has been detected between contact element 60237 and target element 58029. For total 177 contact elements, there are 177 elements are in contact. There are 177 elements are in sticking. Contacting area 615.749996. Max. Pinball distance 2. One of the contact searching regions contains at least 16 target elements. Max. Pressure/force 1.432757121E-16. Max. Normal stiffness 5.64333017E-02. Min. Normal stiffness 5.64333017E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 27 Max. Penetration of -1.776356839E-15 has been detected between contact element 62322 and target element 64335. For total 1696 contact elements, there are 88 elements are in contact. There are 88 elements are in sticking. Contacting area 611.066637. Max. Pinball distance 2. One of the contact searching regions contains at least 30 target elements. Max. Pressure/force 1.414255171E-16. Max. Normal stiffness 5.64333017E-02. Min. Normal stiffness 5.64333017E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 28 Max. Penetration of -1.776356839E-15 has been detected between contact element 63983 and target element 60745. For total 177 contact elements, there are 177 elements are in contact. There are 177 elements are in sticking. Contacting area 615.749996. Max. Pinball distance 2. One of the contact searching regions contains at least 16 target elements. Max. Pressure/force 1.432757121E-16. Max. Normal stiffness 5.64333017E-02. Min. Normal stiffness 5.64333017E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 29 Max. Penetration of -3.552713679E-15 has been detected between contact element 66539 and target element 67977. For total 1696 contact elements, there are 90 elements are in contact. There are 90 elements are in sticking. Contacting area 616.847415. Max. Pinball distance 2. One of the contact searching regions contains at least 31 target elements. Max. Pressure/force 2.004913629E-16. Max. Normal stiffness 5.64333017E-02. Min. Normal stiffness 5.64333017E-02. Max. Tangential stiffness 5.64333017E-02. Min. Tangential stiffness 5.64333017E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 30 Max. Penetration of -1.776356839E-15 has been detected between contact element 67729 and target element 65511. For total 177 contact elements, there are 177 elements are in contact. There are 177 elements are in sticking. Contacting area 615.749996. Max. Pinball distance 2. One of the contact searching regions contains at least 16 target elements. Max. Pressure/force 1.432757121E-16. Max. Normal stiffness 5.64333017E-02. Min. Normal stiffness 5.64333017E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 31 Max. Penetration of -1.776356839E-15 has been detected between contact element 69798 and target element 71761. For total 1696 contact elements, there are 94 elements are in contact. There are 94 elements are in sticking. Contacting area 624.528519. Max. Pinball distance 2. One of the contact searching regions contains at least 29 target elements. Max. Pressure/force 1.414255171E-16. Max. Normal stiffness 5.64333017E-02. Min. Normal stiffness 5.64333017E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 32 Max. Penetration of -1.776356839E-15 has been detected between contact element 71475 and target element 68227. For total 177 contact elements, there are 177 elements are in contact. There are 177 elements are in sticking. Contacting area 615.749996. Max. Pinball distance 2. One of the contact searching regions contains at least 16 target elements. Max. Pressure/force 1.432757121E-16. Max. Normal stiffness 5.64333017E-02. Min. Normal stiffness 5.64333017E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 33 Max. Penetration of -1.776356839E-15 has been detected between contact element 73973 and target element 75534. For total 1696 contact elements, there are 87 elements are in contact. There are 87 elements are in sticking. Contacting area 608.836408. Max. Pinball distance 2. One of the contact searching regions contains at least 31 target elements. Max. Pressure/force 1.414255171E-16. Max. Normal stiffness 5.64333017E-02. Min. Normal stiffness 5.64333017E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 34 Max. Penetration of -1.776356839E-15 has been detected between contact element 75221 and target element 72992. For total 177 contact elements, there are 177 elements are in contact. There are 177 elements are in sticking. Contacting area 615.749996. Max. Pinball distance 2. One of the contact searching regions contains at least 16 target elements. Max. Pressure/force 1.43275712E-16. Max. Normal stiffness 5.64333017E-02. Min. Normal stiffness 5.64333017E-02. ************************************************* *** NOTE *** CP = 27.031 TIME= 14:23:07 One of the contact searching regions contains at least 552 target elements. You may reduce the pinball radius (current value 26) for contact pair identified by real constant set 35 to speed up contact searching. *** NOTE *** CP = 27.031 TIME= 14:23:07 One of the contact searching regions contains at least 552 target elements. You may reduce the pinball radius (current value 26) for contact pair identified by real constant set 36 to speed up contact searching. **** CENTER OF MASS, MASS, AND MASS MOMENTS OF INERTIA **** CALCULATIONS ASSUME ELEMENT MASS AT ELEMENT CENTROID TOTAL MASS = 0.64320E-03 MOM. OF INERTIA MOM. OF INERTIA CENTER OF MASS ABOUT ORIGIN ABOUT CENTER OF MASS XC = 22.081 IXX = 3.049 IXX = 1.234 YC = 9.1222 IYY = 3.404 IYY = 1.329 ZC = 52.336 IZZ = 0.9274 IZZ = 0.5603 IXY = -0.2004 IXY = -0.7087E-01 IYZ = -0.3779 IYZ = -0.7087E-01 IZX = -0.7795 IZX = -0.3615E-01 *** MASS SUMMARY BY ELEMENT TYPE *** TYPE MASS 1 0.247776E-04 2 0.163035E-04 3 0.153900E-03 4 0.247776E-04 5 0.163035E-04 6 0.247776E-04 7 0.163035E-04 8 0.247776E-04 9 0.163035E-04 10 0.247776E-04 11 0.163035E-04 12 0.247776E-04 13 0.163035E-04 14 0.247776E-04 15 0.163035E-04 16 0.247776E-04 17 0.163035E-04 18 0.160650E-03 Range of element maximum matrix coefficients in global coordinates Maximum = 1648712.28 at element 24597. Minimum = 2.225637314E-39 at element 89948. *** WARNING *** CP = 27.297 TIME= 14:23:07 Coefficient ratio exceeds 1.0e8 - Check results. *** ELEMENT MATRIX FORMULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 3514 SOLID187 3.094 0.000880 2 1756 SOLID187 1.188 0.000676 3 1696 SHELL181 1.359 0.000802 4 3514 SOLID187 2.938 0.000836 5 1756 SOLID187 1.516 0.000863 6 3514 SOLID187 2.594 0.000738 7 1756 SOLID187 1.422 0.000810 8 3514 SOLID187 2.750 0.000783 9 1756 SOLID187 1.219 0.000694 10 3514 SOLID187 2.891 0.000823 11 1756 SOLID187 1.172 0.000667 12 3514 SOLID187 2.703 0.000769 13 1756 SOLID187 1.281 0.000730 14 3514 SOLID187 3.781 0.001076 15 1756 SOLID187 1.625 0.000925 16 3514 SOLID187 4.141 0.001178 17 1756 SOLID187 1.688 0.000961 18 1696 SHELL181 1.359 0.000802 19 1873 CONTA174 0.750 0.000400 20 1873 TARGE170 0.297 0.000159 21 1873 CONTA174 0.781 0.000417 22 1873 TARGE170 0.250 0.000133 23 1873 CONTA174 0.844 0.000450 24 1873 TARGE170 0.094 0.000050 25 1873 CONTA174 0.969 0.000517 26 1873 TARGE170 0.219 0.000117 27 1873 CONTA174 0.844 0.000450 28 1873 TARGE170 0.438 0.000234 29 1873 CONTA174 0.969 0.000517 30 1873 TARGE170 0.234 0.000125 31 1873 CONTA174 1.000 0.000534 32 1873 TARGE170 0.125 0.000067 33 1873 CONTA174 0.703 0.000375 34 1873 TARGE170 0.297 0.000159 35 3392 CONTA174 2.234 0.000659 36 3392 TARGE170 0.609 0.000180 37 1696 SURF154 0.719 0.000424 38 198 CONTA174 0.000 0.000000 39 1 TARGE170 0.000 0.000000 40 126 CONTA174 0.000 0.000000 41 1 TARGE170 0.000 0.000000 42 198 CONTA174 0.016 0.000079 43 1 TARGE170 0.000 0.000000 44 126 CONTA174 0.016 0.000124 45 1 TARGE170 0.000 0.000000 46 198 CONTA174 0.016 0.000079 47 1 TARGE170 0.000 0.000000 48 126 CONTA174 0.000 0.000000 49 1 TARGE170 0.000 0.000000 50 198 CONTA174 0.016 0.000079 51 1 TARGE170 0.000 0.000000 52 126 CONTA174 0.016 0.000124 53 1 TARGE170 0.000 0.000000 54 198 CONTA174 0.078 0.000395 55 1 TARGE170 0.000 0.000000 56 126 CONTA174 0.047 0.000372 57 1 TARGE170 0.000 0.000000 58 198 CONTA174 0.062 0.000316 59 1 TARGE170 0.000 0.000000 60 126 CONTA174 0.094 0.000744 61 1 TARGE170 0.000 0.000000 62 198 CONTA174 0.188 0.000947 63 1 TARGE170 0.000 0.000000 64 126 CONTA174 0.047 0.000372 65 1 TARGE170 0.000 0.000000 66 198 CONTA174 0.125 0.000631 67 1 TARGE170 0.000 0.000000 68 126 CONTA174 0.047 0.000372 69 1 TARGE170 0.000 0.000000 70 118 CONTA175 0.000 0.000000 71 1 TARGE170 0.000 0.000000 72 86 CONTA175 0.000 0.000000 73 1 TARGE170 0.000 0.000000 74 330 CONTA174 0.016 0.000047 75 1 TARGE170 0.000 0.000000 76 330 CONTA174 0.109 0.000331 77 1 TARGE170 0.000 0.000000 78 330 CONTA174 0.125 0.000379 79 1 TARGE170 0.000 0.000000 80 330 CONTA174 0.078 0.000237 81 1 TARGE170 0.000 0.000000 82 330 CONTA174 0.078 0.000237 83 1 TARGE170 0.000 0.000000 84 330 CONTA174 0.062 0.000189 85 1 TARGE170 0.000 0.000000 86 330 CONTA174 0.594 0.001799 87 1 TARGE170 0.000 0.000000 88 330 CONTA174 0.531 0.001610 89 1 TARGE170 0.000 0.000000 90 1 MPC184 0.016 0.015625 91 1 MPC184 0.000 0.000000 92 1 MPC184 0.000 0.000000 93 1 MPC184 0.000 0.000000 94 1 MPC184 0.000 0.000000 95 1 MPC184 0.000 0.000000 96 1 MPC184 0.000 0.000000 97 1 MPC184 0.000 0.000000 98 1 MPC184 0.000 0.000000 99 1 MPC184 0.000 0.000000 100 1 MPC184 0.000 0.000000 101 1 MPC184 0.016 0.015625 102 1 MPC184 0.000 0.000000 103 1 MPC184 0.000 0.000000 104 1 MPC184 0.000 0.000000 105 1 MPC184 0.000 0.000000 106 1 MPC184 0.000 0.000000 107 1 MPC184 0.000 0.000000 108 432 COMBIN14 5.562 0.012876 Time at end of element matrix formulation CP = 27.296875. ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= file.rdb FOR POSSIBLE RESUME FROM THIS POINT FORCE CONVERGENCE VALUE = 4.510 CRITERION= 0.2301E-01 MOMENT CONVERGENCE VALUE = 0.1413E-02 CRITERION= 0.5102E-04 SPARSE MATRIX DIRECT SOLVER. Number of equations = 196188, Maximum wavefront = 7086 *** NOTE *** CP = 29.953 TIME= 14:23:17 The initial memory allocation (-m) has been exceeded. Supplemental memory allocations are being used. Memory allocated for solver = 827.810 MB Memory required for in-core = 716.719 MB Optimal memory required for out-of-core = 91.222 MB Minimum memory required for out-of-core = 84.987 MB *** NOTE *** CP = 34.172 TIME= 14:23:31 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. *** WARNING *** CP = 34.172 TIME= 14:23:31 Pivoting has been activated for the Sparse Matrix solver. The memory required may greatly exceed the predicted amount. In that event, use the BCSOPTION command to change the memory mode and/or memory size used by the Sparse Matrix solver. Sparse solver maximum pivot= 2.24321001E+15 at node 73146 ROTZ. Sparse solver minimum pivot= -8.573900576E+10 at node 68978 UX. Sparse solver minimum pivot in absolute value= 4.56315345 at node 50587 UY. *** WARNING *** CP = 64.469 TIME= 14:23:40 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 50.31 CRITERION= 0.8690E-01 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.738 LINE SEARCH PARAMETER = 0.2496 SCALED MAX DOF INC = -0.4337 6 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 761.6 CRITERION= 0.9035E-01 MOMENT CONVERGENCE VALUE = 157.1 CRITERION= 2.447 *** WARNING *** CP = 143.141 TIME= 14:24:24 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 87.35 CRITERION= 0.1451 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.701 LINE SEARCH PARAMETER = 0.8090 SCALED MAX DOF INC = -2.185 7 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 1483. CRITERION= 0.3225 MOMENT CONVERGENCE VALUE = 116.8 CRITERION= 11.85 *** WARNING *** CP = 202.281 TIME= 14:25:01 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 11.55 CRITERION= 0.1451 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4714 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4714 2 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 440.2 CRITERION= 0.4649 MOMENT CONVERGENCE VALUE = 26.90 CRITERION= 18.09 *** WARNING *** CP = 261.203 TIME= 14:25:29 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 2.686 CRITERION= 0.1451 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1113 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1113 3 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 93.64 CRITERION= 0.6208 MOMENT CONVERGENCE VALUE = 28.10 CRITERION= 25.70 *** WARNING *** CP = 317.609 TIME= 14:25:54 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.301 CRITERION= 0.1451 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4123E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4123E-01 2 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 166.2 CRITERION= 0.7400 MOMENT CONVERGENCE VALUE = 66.15 CRITERION= 34.09 *** WARNING *** CP = 374.078 TIME= 14:26:23 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4197 CRITERION= 0.1451 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1452E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1452E-01 FORCE CONVERGENCE VALUE = 18.14 CRITERION= 0.8781 MOMENT CONVERGENCE VALUE = 5.206 CRITERION= 42.75 <<< CONVERGED *** WARNING *** CP = 431.922 TIME= 14:26:49 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2887 CRITERION= 0.1451 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1286E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1286E-01 FORCE CONVERGENCE VALUE = 10.35 CRITERION= 1.032 MOMENT CONVERGENCE VALUE = 5.481 CRITERION= 51.74 <<< CONVERGED *** WARNING *** CP = 488.328 TIME= 14:27:17 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5549E-01 CRITERION= 0.1451 <<< CONVERGED EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5574E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5574E-02 FORCE CONVERGENCE VALUE = 0.2177 CRITERION= 1.197 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1306 CRITERION= 61.06 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 8 *** ELEMENT RESULT CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 3514 SOLID187 2.031 0.000578 2 1756 SOLID187 1.188 0.000676 3 1696 SHELL181 2.062 0.001216 4 3514 SOLID187 1.953 0.000556 5 1756 SOLID187 1.062 0.000605 6 3514 SOLID187 2.328 0.000663 7 1756 SOLID187 0.891 0.000507 8 3514 SOLID187 2.422 0.000689 9 1756 SOLID187 0.969 0.000552 10 3514 SOLID187 1.797 0.000511 11 1756 SOLID187 1.125 0.000641 12 3514 SOLID187 1.938 0.000551 13 1756 SOLID187 1.078 0.000614 14 3514 SOLID187 1.781 0.000507 15 1756 SOLID187 1.156 0.000658 16 3514 SOLID187 1.656 0.000471 17 1756 SOLID187 1.125 0.000641 18 1696 SHELL181 1.875 0.001106 19 1873 CONTA174 0.250 0.000133 20 1873 TARGE170 0.000 0.000000 21 1873 CONTA174 0.359 0.000192 22 1873 TARGE170 0.141 0.000075 23 1873 CONTA174 0.203 0.000108 24 1873 TARGE170 0.062 0.000033 25 1873 CONTA174 0.422 0.000225 26 1873 TARGE170 0.031 0.000017 27 1873 CONTA174 0.406 0.000217 28 1873 TARGE170 0.047 0.000025 29 1873 CONTA174 0.328 0.000175 30 1873 TARGE170 0.156 0.000083 31 1873 CONTA174 0.312 0.000167 32 1873 TARGE170 0.062 0.000033 33 1873 CONTA174 0.219 0.000117 34 1873 TARGE170 0.031 0.000017 35 3392 CONTA174 1.000 0.000295 36 3392 TARGE170 0.188 0.000055 37 1696 SURF154 0.500 0.000295 38 198 CONTA174 0.016 0.000079 39 1 TARGE170 0.000 0.000000 40 126 CONTA174 0.000 0.000000 41 1 TARGE170 0.000 0.000000 42 198 CONTA174 0.016 0.000079 43 1 TARGE170 0.000 0.000000 44 126 CONTA174 0.000 0.000000 45 1 TARGE170 0.000 0.000000 46 198 CONTA174 0.000 0.000000 47 1 TARGE170 0.000 0.000000 48 126 CONTA174 0.000 0.000000 49 1 TARGE170 0.000 0.000000 50 198 CONTA174 0.000 0.000000 51 1 TARGE170 0.000 0.000000 52 126 CONTA174 0.000 0.000000 53 1 TARGE170 0.000 0.000000 54 198 CONTA174 0.000 0.000000 55 1 TARGE170 0.000 0.000000 56 126 CONTA174 0.000 0.000000 57 1 TARGE170 0.000 0.000000 58 198 CONTA174 0.000 0.000000 59 1 TARGE170 0.000 0.000000 60 126 CONTA174 0.000 0.000000 61 1 TARGE170 0.000 0.000000 62 198 CONTA174 0.031 0.000158 63 1 TARGE170 0.000 0.000000 64 126 CONTA174 0.000 0.000000 65 1 TARGE170 0.000 0.000000 66 198 CONTA174 0.016 0.000079 67 1 TARGE170 0.000 0.000000 68 126 CONTA174 0.000 0.000000 69 1 TARGE170 0.000 0.000000 70 118 CONTA175 0.000 0.000000 71 1 TARGE170 0.000 0.000000 72 86 CONTA175 0.000 0.000000 73 1 TARGE170 0.000 0.000000 74 330 CONTA174 0.000 0.000000 75 1 TARGE170 0.000 0.000000 76 330 CONTA174 0.000 0.000000 77 1 TARGE170 0.000 0.000000 78 330 CONTA174 0.000 0.000000 79 1 TARGE170 0.000 0.000000 80 330 CONTA174 0.000 0.000000 81 1 TARGE170 0.000 0.000000 82 330 CONTA174 0.000 0.000000 83 1 TARGE170 0.000 0.000000 84 330 CONTA174 0.000 0.000000 85 1 TARGE170 0.000 0.000000 86 330 CONTA174 0.016 0.000047 87 1 TARGE170 0.000 0.000000 88 330 CONTA174 0.000 0.000000 89 1 TARGE170 0.000 0.000000 90 1 MPC184 0.000 0.000000 91 1 MPC184 0.000 0.000000 92 1 MPC184 0.000 0.000000 93 1 MPC184 0.000 0.000000 94 1 MPC184 0.000 0.000000 95 1 MPC184 0.000 0.000000 96 1 MPC184 0.000 0.000000 97 1 MPC184 0.000 0.000000 98 1 MPC184 0.000 0.000000 99 1 MPC184 0.000 0.000000 100 1 MPC184 0.000 0.000000 101 1 MPC184 0.000 0.000000 102 1 MPC184 0.000 0.000000 103 1 MPC184 0.000 0.000000 104 1 MPC184 0.000 0.000000 105 1 MPC184 0.000 0.000000 106 1 MPC184 0.000 0.000000 107 1 MPC184 0.000 0.000000 108 432 COMBIN14 0.031 0.000072 *** NODAL LOAD CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 3514 SOLID187 0.031 0.000009 2 1756 SOLID187 0.016 0.000009 3 1696 SHELL181 0.047 0.000028 4 3514 SOLID187 0.078 0.000022 5 1756 SOLID187 0.047 0.000027 6 3514 SOLID187 0.109 0.000031 7 1756 SOLID187 0.016 0.000009 8 3514 SOLID187 0.047 0.000013 9 1756 SOLID187 0.047 0.000027 10 3514 SOLID187 0.031 0.000009 11 1756 SOLID187 0.031 0.000018 12 3514 SOLID187 0.109 0.000031 13 1756 SOLID187 0.000 0.000000 14 3514 SOLID187 0.234 0.000067 15 1756 SOLID187 0.000 0.000000 16 3514 SOLID187 0.125 0.000036 17 1756 SOLID187 0.047 0.000027 18 1696 SHELL181 0.047 0.000028 19 1873 CONTA174 0.062 0.000033 20 1873 TARGE170 0.109 0.000058 21 1873 CONTA174 0.125 0.000067 22 1873 TARGE170 0.062 0.000033 23 1873 CONTA174 0.062 0.000033 24 1873 TARGE170 0.047 0.000025 25 1873 CONTA174 0.000 0.000000 26 1873 TARGE170 0.047 0.000025 27 1873 CONTA174 0.078 0.000042 28 1873 TARGE170 0.016 0.000008 29 1873 CONTA174 0.781 0.000417 30 1873 TARGE170 0.766 0.000409 31 1873 CONTA174 0.047 0.000025 32 1873 TARGE170 0.047 0.000025 33 1873 CONTA174 0.000 0.000000 34 1873 TARGE170 0.000 0.000000 35 3392 CONTA174 0.047 0.000014 36 3392 TARGE170 0.047 0.000014 37 1696 SURF154 0.000 0.000000 38 198 CONTA174 0.000 0.000000 39 1 TARGE170 0.000 0.000000 40 126 CONTA174 0.000 0.000000 41 1 TARGE170 0.000 0.000000 42 198 CONTA174 0.000 0.000000 43 1 TARGE170 0.000 0.000000 44 126 CONTA174 0.000 0.000000 45 1 TARGE170 0.000 0.000000 46 198 CONTA174 0.000 0.000000 47 1 TARGE170 0.000 0.000000 48 126 CONTA174 0.000 0.000000 49 1 TARGE170 0.000 0.000000 50 198 CONTA174 0.000 0.000000 51 1 TARGE170 0.000 0.000000 52 126 CONTA174 0.000 0.000000 53 1 TARGE170 0.000 0.000000 54 198 CONTA174 0.000 0.000000 55 1 TARGE170 0.000 0.000000 56 126 CONTA174 0.000 0.000000 57 1 TARGE170 0.000 0.000000 58 198 CONTA174 0.000 0.000000 59 1 TARGE170 0.000 0.000000 60 126 CONTA174 0.000 0.000000 61 1 TARGE170 0.000 0.000000 62 198 CONTA174 0.000 0.000000 63 1 TARGE170 0.000 0.000000 64 126 CONTA174 0.000 0.000000 65 1 TARGE170 0.000 0.000000 66 198 CONTA174 0.000 0.000000 67 1 TARGE170 0.000 0.000000 68 126 CONTA174 0.000 0.000000 69 1 TARGE170 0.000 0.000000 70 118 CONTA175 0.000 0.000000 71 1 TARGE170 0.000 0.000000 72 86 CONTA175 0.000 0.000000 73 1 TARGE170 0.000 0.000000 74 330 CONTA174 0.000 0.000000 75 1 TARGE170 0.000 0.000000 76 330 CONTA174 0.000 0.000000 77 1 TARGE170 0.000 0.000000 78 330 CONTA174 0.000 0.000000 79 1 TARGE170 0.000 0.000000 80 330 CONTA174 0.000 0.000000 81 1 TARGE170 0.000 0.000000 82 330 CONTA174 0.000 0.000000 83 1 TARGE170 0.000 0.000000 84 330 CONTA174 0.000 0.000000 85 1 TARGE170 0.000 0.000000 86 330 CONTA174 0.000 0.000000 87 1 TARGE170 0.000 0.000000 88 330 CONTA174 0.000 0.000000 89 1 TARGE170 0.000 0.000000 90 1 MPC184 0.000 0.000000 91 1 MPC184 0.000 0.000000 92 1 MPC184 0.000 0.000000 93 1 MPC184 0.000 0.000000 94 1 MPC184 0.000 0.000000 95 1 MPC184 0.000 0.000000 96 1 MPC184 0.000 0.000000 97 1 MPC184 0.000 0.000000 98 1 MPC184 0.000 0.000000 99 1 MPC184 0.000 0.000000 100 1 MPC184 0.000 0.000000 101 1 MPC184 0.000 0.000000 102 1 MPC184 0.000 0.000000 103 1 MPC184 0.000 0.000000 104 1 MPC184 0.000 0.000000 105 1 MPC184 0.000 0.000000 106 1 MPC184 0.000 0.000000 107 1 MPC184 0.000 0.000000 108 432 COMBIN14 0.000 0.000000 *** LOAD STEP 1 SUBSTEP 1 COMPLETED. CUM ITER = 8 *** TIME = 0.200000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 521.984 TIME= 14:27:30 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. 6 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 0.2287E+05 CRITERION= 2.042 MOMENT CONVERGENCE VALUE = 3428. CRITERION= 104.0 *** WARNING *** CP = 570.141 TIME= 14:28:33 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 59.06 CRITERION= 0.1451 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 1.982 LINE SEARCH PARAMETER = 0.9612 SCALED MAX DOF INC = 1.905 7 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 898.4 CRITERION= 2.187 MOMENT CONVERGENCE VALUE = 108.7 CRITERION= 105.5 *** WARNING *** CP = 628.344 TIME= 14:29:01 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 2.781 CRITERION= 0.1451 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9758E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9758E-01 3 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 216.4 CRITERION= 2.162 MOMENT CONVERGENCE VALUE = 39.86 CRITERION= 108.0 <<< CONVERGED *** WARNING *** CP = 685.531 TIME= 14:29:34 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5687 CRITERION= 0.1451 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5327E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5327E-01 FORCE CONVERGENCE VALUE = 14.93 CRITERION= 2.187 MOMENT CONVERGENCE VALUE = 2.854 CRITERION= 110.0 <<< CONVERGED *** WARNING *** CP = 744.734 TIME= 14:30:07 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2478 CRITERION= 0.1451 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2788E-01 LINE SEARCH PARAMETER = 0.9413 SCALED MAX DOF INC = 0.2624E-01 FORCE CONVERGENCE VALUE = 3.651 CRITERION= 2.233 MOMENT CONVERGENCE VALUE = 1.426 CRITERION= 112.3 <<< CONVERGED *** WARNING *** CP = 801.641 TIME= 14:30:37 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1065 CRITERION= 0.1451 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2050E-01 LINE SEARCH PARAMETER = 0.5610 SCALED MAX DOF INC = -0.1150E-01 FORCE CONVERGENCE VALUE = 1.664 CRITERION= 2.279 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7259 CRITERION= 114.6 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 1 SUBSTEP 2 COMPLETED. CUM ITER = 13 *** TIME = 0.400000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 842.250 TIME= 14:30:59 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. 7 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 0.2897E+05 CRITERION= 3.632 MOMENT CONVERGENCE VALUE = 5695. CRITERION= 183.1 *** WARNING *** CP = 891.000 TIME= 14:31:43 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 38.24 CRITERION= 0.1451 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 1.303 LINE SEARCH PARAMETER = 0.9814 SCALED MAX DOF INC = 1.279 5 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 553.0 CRITERION= 3.894 MOMENT CONVERGENCE VALUE = 120.7 CRITERION= 184.2 <<< CONVERGED *** WARNING *** CP = 948.047 TIME= 14:32:25 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 3.108 CRITERION= 0.1451 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8615E-01 LINE SEARCH PARAMETER = 0.7461 SCALED MAX DOF INC = -0.6428E-01 3 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 608.7 CRITERION= 3.873 MOMENT CONVERGENCE VALUE = 77.80 CRITERION= 188.0 <<< CONVERGED *** WARNING *** CP = 1005.469 TIME= 14:32:52 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.333 CRITERION= 0.1451 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4303E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4303E-01 2 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 197.4 CRITERION= 3.915 MOMENT CONVERGENCE VALUE = 62.09 CRITERION= 191.8 <<< CONVERGED *** WARNING *** CP = 1062.141 TIME= 14:33:20 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3589 CRITERION= 0.1451 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2483E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2483E-01 FORCE CONVERGENCE VALUE = 14.22 CRITERION= 3.989 MOMENT CONVERGENCE VALUE = 4.576 CRITERION= 195.7 <<< CONVERGED *** WARNING *** CP = 1118.375 TIME= 14:33:53 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1549 CRITERION= 0.1451 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2617E-01 LINE SEARCH PARAMETER = 0.9442 SCALED MAX DOF INC = 0.2471E-01 FORCE CONVERGENCE VALUE = 1.074 CRITERION= 4.070 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7193 CRITERION= 199.7 <<< CONVERGED *** WARNING *** CP = 1175.172 TIME= 14:34:21 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1179 CRITERION= 0.1451 <<< CONVERGED EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2329E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 1 SUBSTEP 3 COMPLETED. CUM ITER = 19 *** TIME = 0.700000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 1187.125 TIME= 14:34:28 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. 7 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 0.1649E+05 CRITERION= 5.308 MOMENT CONVERGENCE VALUE = 3888. CRITERION= 258.3 *** WARNING *** CP = 1234.953 TIME= 14:35:20 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 5.348 CRITERION= 0.1451 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2819 LINE SEARCH PARAMETER = 0.9464 SCALED MAX DOF INC = 0.2668 4 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 876.5 CRITERION= 5.448 MOMENT CONVERGENCE VALUE = 205.1 CRITERION= 262.7 <<< CONVERGED *** WARNING *** CP = 1293.828 TIME= 14:36:06 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8747 CRITERION= 0.1451 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5090E-01 LINE SEARCH PARAMETER = 0.9377 SCALED MAX DOF INC = -0.4773E-01 2 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 81.02 CRITERION= 5.533 MOMENT CONVERGENCE VALUE = 33.97 CRITERION= 268.1 <<< CONVERGED *** WARNING *** CP = 1350.781 TIME= 14:36:34 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3940 CRITERION= 0.1451 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2789E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2789E-01 FORCE CONVERGENCE VALUE = 18.98 CRITERION= 5.642 MOMENT CONVERGENCE VALUE = 12.30 CRITERION= 273.5 <<< CONVERGED *** WARNING *** CP = 1408.453 TIME= 14:37:07 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1468 CRITERION= 0.1451 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2101E-01 LINE SEARCH PARAMETER = 0.7984 SCALED MAX DOF INC = -0.1677E-01 FORCE CONVERGENCE VALUE = 3.976 CRITERION= 5.758 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.628 CRITERION= 279.1 <<< CONVERGED *** WARNING *** CP = 1465.734 TIME= 14:37:38 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1005 CRITERION= 0.1451 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1624E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 1 SUBSTEP 4 COMPLETED. CUM ITER = 24 *** TIME = 1.00000 TIME INC = 0.300000 *** ANSYS BINARY FILE STATISTICS BUFFER SIZE USED= 16384 6.812 MB WRITTEN ON ELEMENT MATRIX FILE: file.emat 242.250 MB WRITTEN ON ELEMENT SAVED DATA FILE: file.esav 113.375 MB WRITTEN ON ASSEMBLED MATRIX FILE: file.full 487.875 MB WRITTEN ON RESULTS FILE: file.rst **************************************************** *************** FINISHED SOLVE FOR LS 1 ************* **************************************************** ******************* SOLVE FOR LS 2 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1000 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM USE A MAXIMUM OF 40 EQUILIBRIUM ITERATIONS EACH SUBSTEP TIME= 2.0000 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC NONLINEAR STABILIZATION CONTROL: KEY=OFF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 1478.656 TIME= 14:37:52 Material number 90 (used by element 45589 ) should normally have at least one MP or one TB type command associated with it. Output of energy by material may not be available. *** NOTE *** CP = 1479.000 TIME= 14:37:52 The step data was checked and warning messages were found. Please review output or errors file ( C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C\file.err ) for these warning messages. *** NOTE *** CP = 1479.000 TIME= 14:37:52 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. SOLCONTROL,ON uses sparse matrix direct solver 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 13.0SP2 ***** ANSYS Academic Research 00000000 VERSION=WINDOWS x64 14:37:53 JUL 13, 2012 CP= 1480.344 3DFormer_V01--Statisch-mechanisch (J5) L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 2 TIME AT END OF THE LOAD STEP. . . . . . . . . . 2.0000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 5 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 40 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 1480.938 TIME= 14:37:54 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 1481.203 TIME= 14:37:54 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 1481.203 TIME= 14:37:54 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 1481.203 TIME= 14:37:54 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 7.029 CRITERION= 5.312 MOMENT CONVERGENCE VALUE = 0.3776 CRITERION= 257.5 *** WARNING *** CP = 1530.203 TIME= 14:39:17 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 20.10 CRITERION= 0.2206 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6675 LINE SEARCH PARAMETER = 0.9998 SCALED MAX DOF INC = 0.6674 7 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 745.0 CRITERION= 5.535 MOMENT CONVERGENCE VALUE = 59.67 CRITERION= 261.9 <<< CONVERGED *** WARNING *** CP = 1588.250 TIME= 14:39:53 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.182 CRITERION= 0.2206 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4900E-01 LINE SEARCH PARAMETER = 0.8314 SCALED MAX DOF INC = 0.4074E-01 2 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 142.1 CRITERION= 5.634 MOMENT CONVERGENCE VALUE = 13.45 CRITERION= 267.9 <<< CONVERGED *** WARNING *** CP = 1649.312 TIME= 14:40:28 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4380 CRITERION= 0.2206 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3536E-01 LINE SEARCH PARAMETER = 0.9789 SCALED MAX DOF INC = 0.3461E-01 FORCE CONVERGENCE VALUE = 10.31 CRITERION= 5.750 MOMENT CONVERGENCE VALUE = 2.256 CRITERION= 273.4 <<< CONVERGED *** WARNING *** CP = 1708.094 TIME= 14:41:05 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1138 CRITERION= 0.2206 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1398E-01 LINE SEARCH PARAMETER = 0.7950 SCALED MAX DOF INC = -0.1112E-01 FORCE CONVERGENCE VALUE = 2.429 CRITERION= 5.869 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4061 CRITERION= 279.0 <<< CONVERGED *** WARNING *** CP = 1766.922 TIME= 14:41:41 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6079E-01 CRITERION= 0.2206 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1210E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1210E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 2 SUBSTEP 1 COMPLETED. CUM ITER = 29 *** TIME = 1.20000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 1808.172 TIME= 14:42:11 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. 8 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 2138. CRITERION= 5.529 MOMENT CONVERGENCE VALUE = 129.0 CRITERION= 256.8 *** WARNING *** CP = 1857.438 TIME= 14:42:59 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 23.21 CRITERION= 0.2206 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7972 LINE SEARCH PARAMETER = 0.9901 SCALED MAX DOF INC = -0.7894 3 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 283.0 CRITERION= 5.490 MOMENT CONVERGENCE VALUE = 34.22 CRITERION= 263.2 <<< CONVERGED *** WARNING *** CP = 1915.109 TIME= 14:43:31 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 2.599 CRITERION= 0.2206 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7148E-01 LINE SEARCH PARAMETER = 0.8375 SCALED MAX DOF INC = -0.5986E-01 4 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 398.3 CRITERION= 5.623 MOMENT CONVERGENCE VALUE = 12.41 CRITERION= 268.4 <<< CONVERGED *** WARNING *** CP = 1972.906 TIME= 14:43:58 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6924 CRITERION= 0.2206 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3212E-01 LINE SEARCH PARAMETER = 0.9711 SCALED MAX DOF INC = 0.3119E-01 FORCE CONVERGENCE VALUE = 44.53 CRITERION= 5.741 MOMENT CONVERGENCE VALUE = 3.356 CRITERION= 273.9 <<< CONVERGED *** WARNING *** CP = 2029.625 TIME= 14:44:26 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2396 CRITERION= 0.2206 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1383E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1383E-01 FORCE CONVERGENCE VALUE = 5.636 CRITERION= 5.856 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4935 CRITERION= 279.5 <<< CONVERGED *** WARNING *** CP = 2088.406 TIME= 14:44:57 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8621E-01 CRITERION= 0.2206 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.1472E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 2 SUBSTEP 2 COMPLETED. CUM ITER = 34 *** TIME = 1.40000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 2110.719 TIME= 14:45:09 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. 5 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 410.5 CRITERION= 5.386 MOMENT CONVERGENCE VALUE = 21.59 CRITERION= 258.6 *** WARNING *** CP = 2168.406 TIME= 14:45:46 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 6.799 CRITERION= 0.2206 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2596 LINE SEARCH PARAMETER = 0.9945 SCALED MAX DOF INC = 0.2582 2 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 80.80 CRITERION= 5.532 MOMENT CONVERGENCE VALUE = 6.739 CRITERION= 263.6 <<< CONVERGED *** WARNING *** CP = 2226.469 TIME= 14:46:17 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5757 CRITERION= 0.2206 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2914E-01 LINE SEARCH PARAMETER = 0.8745 SCALED MAX DOF INC = -0.2549E-01 FORCE CONVERGENCE VALUE = 25.68 CRITERION= 5.643 MOMENT CONVERGENCE VALUE = 1.040 CRITERION= 269.1 <<< CONVERGED *** WARNING *** CP = 2284.016 TIME= 14:46:42 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1435 CRITERION= 0.2206 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1639E-01 LINE SEARCH PARAMETER = 0.7226 SCALED MAX DOF INC = 0.1185E-01 FORCE CONVERGENCE VALUE = 7.382 CRITERION= 5.759 MOMENT CONVERGENCE VALUE = 0.2844 CRITERION= 274.6 <<< CONVERGED *** WARNING *** CP = 2343.000 TIME= 14:47:13 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9388E-01 CRITERION= 0.2206 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1858E-01 LINE SEARCH PARAMETER = 0.3784 SCALED MAX DOF INC = -0.7030E-02 FORCE CONVERGENCE VALUE = 4.597 CRITERION= 5.877 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1823 CRITERION= 280.2 <<< CONVERGED *** WARNING *** CP = 2409.375 TIME= 14:47:43 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5284E-01 CRITERION= 0.2206 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9815E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9815E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 2 SUBSTEP 3 COMPLETED. CUM ITER = 39 *** TIME = 1.70000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 2452.047 TIME= 14:48:06 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 141.4 CRITERION= 5.442 MOMENT CONVERGENCE VALUE = 29.24 CRITERION= 259.1 *** WARNING *** CP = 2500.000 TIME= 14:48:43 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5237 CRITERION= 0.2206 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2686E-01 LINE SEARCH PARAMETER = 0.8939 SCALED MAX DOF INC = -0.2401E-01 FORCE CONVERGENCE VALUE = 15.23 CRITERION= 5.552 MOMENT CONVERGENCE VALUE = 3.003 CRITERION= 264.4 <<< CONVERGED *** WARNING *** CP = 2558.031 TIME= 14:49:07 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1552 CRITERION= 0.2206 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1712E-01 LINE SEARCH PARAMETER = 0.8686 SCALED MAX DOF INC = -0.1487E-01 FORCE CONVERGENCE VALUE = 2.194 CRITERION= 5.665 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4403 CRITERION= 269.8 <<< CONVERGED *** WARNING *** CP = 2615.656 TIME= 14:49:32 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7117E-01 CRITERION= 0.2206 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1630E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1630E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 2 SUBSTEP 4 COMPLETED. CUM ITER = 42 *** TIME = 2.00000 TIME INC = 0.300000 **************************************************** *************** FINISHED SOLVE FOR LS 2 ************* **************************************************** ******************* SOLVE FOR LS 3 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1000 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM USE A MAXIMUM OF 40 EQUILIBRIUM ITERATIONS EACH SUBSTEP TIME= 3.0000 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC NONLINEAR STABILIZATION CONTROL: KEY=OFF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 2658.188 TIME= 14:49:49 Material number 90 (used by element 45589 ) should normally have at least one MP or one TB type command associated with it. Output of energy by material may not be available. *** NOTE *** CP = 2658.516 TIME= 14:49:49 The step data was checked and warning messages were found. Please review output or errors file ( C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C\file.err ) for these warning messages. *** NOTE *** CP = 2658.516 TIME= 14:49:50 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. SOLCONTROL,ON uses sparse matrix direct solver 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 13.0SP2 ***** ANSYS Academic Research 00000000 VERSION=WINDOWS x64 14:49:51 JUL 13, 2012 CP= 2660.453 3DFormer_V01--Statisch-mechanisch (J5) L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 3 TIME AT END OF THE LOAD STEP. . . . . . . . . . 3.0000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 5 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 40 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 2660.938 TIME= 14:49:52 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 2661.172 TIME= 14:49:52 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 2661.172 TIME= 14:49:52 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 2661.172 TIME= 14:49:52 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 0.2333 CRITERION= 5.440 MOMENT CONVERGENCE VALUE = 0.4699E-01 CRITERION= 259.1 *** WARNING *** CP = 2709.484 TIME= 14:50:44 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 4.681 CRITERION= 0.2213 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3705E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3705E-01 FORCE CONVERGENCE VALUE = 29.44 CRITERION= 5.565 MOMENT CONVERGENCE VALUE = 5.150 CRITERION= 264.9 <<< CONVERGED *** WARNING *** CP = 2767.094 TIME= 14:51:10 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1141 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2412E-01 LINE SEARCH PARAMETER = 0.8705 SCALED MAX DOF INC = -0.2099E-01 FORCE CONVERGENCE VALUE = 3.909 CRITERION= 5.679 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6873 CRITERION= 270.3 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 3 SUBSTEP 1 COMPLETED. CUM ITER = 44 *** TIME = 2.20000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 2799.859 TIME= 14:51:32 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 70.43 CRITERION= 5.471 MOMENT CONVERGENCE VALUE = 12.92 CRITERION= 260.1 *** WARNING *** CP = 2848.438 TIME= 14:52:04 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2789 CRITERION= 0.2213 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5400E-01 LINE SEARCH PARAMETER = 0.9313 SCALED MAX DOF INC = -0.5029E-01 FORCE CONVERGENCE VALUE = 5.133 CRITERION= 5.581 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.068 CRITERION= 265.3 <<< CONVERGED *** WARNING *** CP = 2905.281 TIME= 14:52:36 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5319E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1276E-01 LINE SEARCH PARAMETER = 0.6856 SCALED MAX DOF INC = 0.8746E-02 FORCE CONVERGENCE VALUE = 1.636 CRITERION= 5.695 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3444 CRITERION= 270.8 <<< CONVERGED *** WARNING *** CP = 2964.250 TIME= 14:53:02 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4153E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1205E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1205E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 3 SUBSTEP 2 COMPLETED. CUM ITER = 47 *** TIME = 2.40000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 3004.812 TIME= 14:53:17 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 127.8 CRITERION= 5.493 MOMENT CONVERGENCE VALUE = 31.61 CRITERION= 261.0 *** WARNING *** CP = 3053.812 TIME= 14:53:49 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3774 CRITERION= 0.2213 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7676E-01 LINE SEARCH PARAMETER = 0.8261 SCALED MAX DOF INC = 0.6341E-01 FORCE CONVERGENCE VALUE = 22.36 CRITERION= 5.606 MOMENT CONVERGENCE VALUE = 5.503 CRITERION= 266.1 <<< CONVERGED *** WARNING *** CP = 3111.578 TIME= 14:54:16 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7385E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1515E-01 LINE SEARCH PARAMETER = 0.9588 SCALED MAX DOF INC = -0.1452E-01 FORCE CONVERGENCE VALUE = 1.071 CRITERION= 5.720 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2922 CRITERION= 271.6 <<< CONVERGED *** WARNING *** CP = 3169.078 TIME= 14:54:45 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4133E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1142E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1142E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 3 SUBSTEP 3 COMPLETED. CUM ITER = 50 *** TIME = 2.70000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 3209.250 TIME= 14:55:04 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 154.0 CRITERION= 5.520 MOMENT CONVERGENCE VALUE = 31.35 CRITERION= 261.6 *** WARNING *** CP = 3257.672 TIME= 14:55:38 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1332 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2226E-01 LINE SEARCH PARAMETER = 0.7784 SCALED MAX DOF INC = 0.1732E-01 FORCE CONVERGENCE VALUE = 34.21 CRITERION= 5.634 MOMENT CONVERGENCE VALUE = 6.954 CRITERION= 267.0 <<< CONVERGED *** WARNING *** CP = 3316.688 TIME= 14:56:02 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7953E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1785E-01 LINE SEARCH PARAMETER = 0.7288 SCALED MAX DOF INC = -0.1301E-01 FORCE CONVERGENCE VALUE = 9.305 CRITERION= 5.749 MOMENT CONVERGENCE VALUE = 1.899 CRITERION= 272.4 <<< CONVERGED *** WARNING *** CP = 3373.438 TIME= 14:56:27 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6434E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1739E-01 LINE SEARCH PARAMETER = 0.5671 SCALED MAX DOF INC = 0.9863E-02 FORCE CONVERGENCE VALUE = 4.040 CRITERION= 5.866 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8237 CRITERION= 278.0 <<< CONVERGED *** WARNING *** CP = 3439.188 TIME= 14:56:54 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5252E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1464E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1464E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 3 SUBSTEP 4 COMPLETED. CUM ITER = 54 *** TIME = 3.00000 TIME INC = 0.300000 **************************************************** *************** FINISHED SOLVE FOR LS 3 ************* **************************************************** ******************* SOLVE FOR LS 4 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1000 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM USE A MAXIMUM OF 40 EQUILIBRIUM ITERATIONS EACH SUBSTEP TIME= 4.0000 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC NONLINEAR STABILIZATION CONTROL: KEY=OFF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 3481.500 TIME= 14:57:10 Material number 90 (used by element 45589 ) should normally have at least one MP or one TB type command associated with it. Output of energy by material may not be available. *** NOTE *** CP = 3482.125 TIME= 14:57:10 The step data was checked and warning messages were found. Please review output or errors file ( C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C\file.err ) for these warning messages. *** NOTE *** CP = 3482.125 TIME= 14:57:10 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. SOLCONTROL,ON uses sparse matrix direct solver 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 13.0SP2 ***** ANSYS Academic Research 00000000 VERSION=WINDOWS x64 14:57:11 JUL 13, 2012 CP= 3483.969 3DFormer_V01--Statisch-mechanisch (J5) L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 4 TIME AT END OF THE LOAD STEP. . . . . . . . . . 4.0000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 5 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 40 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 3484.594 TIME= 14:57:12 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 3484.828 TIME= 14:57:12 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 3484.828 TIME= 14:57:12 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 3484.828 TIME= 14:57:12 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 0.1678 CRITERION= 5.521 MOMENT CONVERGENCE VALUE = 0.1442E-01 CRITERION= 261.7 *** WARNING *** CP = 3533.609 TIME= 14:58:06 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 4.691 CRITERION= 0.2213 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3532E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3532E-01 FORCE CONVERGENCE VALUE = 30.51 CRITERION= 5.655 MOMENT CONVERGENCE VALUE = 5.418 CRITERION= 267.7 <<< CONVERGED *** WARNING *** CP = 3591.438 TIME= 14:58:30 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1655 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2517E-01 LINE SEARCH PARAMETER = 0.7597 SCALED MAX DOF INC = -0.1913E-01 FORCE CONVERGENCE VALUE = 7.518 CRITERION= 5.771 MOMENT CONVERGENCE VALUE = 1.366 CRITERION= 273.1 <<< CONVERGED *** WARNING *** CP = 3650.172 TIME= 14:58:57 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5387E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1463E-01 LINE SEARCH PARAMETER = 0.6729 SCALED MAX DOF INC = 0.9843E-02 FORCE CONVERGENCE VALUE = 2.469 CRITERION= 5.888 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4446 CRITERION= 278.6 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 4 SUBSTEP 1 COMPLETED. CUM ITER = 57 *** TIME = 3.20000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 3691.906 TIME= 14:59:12 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 73.62 CRITERION= 5.563 MOMENT CONVERGENCE VALUE = 14.85 CRITERION= 262.9 *** WARNING *** CP = 3739.828 TIME= 14:59:59 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2197 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3420E-01 LINE SEARCH PARAMETER = 0.8210 SCALED MAX DOF INC = 0.2808E-01 FORCE CONVERGENCE VALUE = 13.25 CRITERION= 5.676 MOMENT CONVERGENCE VALUE = 2.651 CRITERION= 268.2 <<< CONVERGED *** WARNING *** CP = 3798.609 TIME= 15:00:24 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6251E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1343E-01 LINE SEARCH PARAMETER = 0.9015 SCALED MAX DOF INC = 0.1211E-01 FORCE CONVERGENCE VALUE = 1.366 CRITERION= 5.791 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2851 CRITERION= 273.7 <<< CONVERGED *** WARNING *** CP = 3857.031 TIME= 15:00:49 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3094E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9008E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9008E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 4 SUBSTEP 2 COMPLETED. CUM ITER = 60 *** TIME = 3.40000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 3898.344 TIME= 15:01:04 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 124.7 CRITERION= 5.594 MOMENT CONVERGENCE VALUE = 23.76 CRITERION= 263.9 *** WARNING *** CP = 3946.156 TIME= 15:01:53 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2979 CRITERION= 0.2213 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7818E-01 LINE SEARCH PARAMETER = 0.8230 SCALED MAX DOF INC = -0.6434E-01 FORCE CONVERGENCE VALUE = 22.36 CRITERION= 5.712 MOMENT CONVERGENCE VALUE = 4.299 CRITERION= 269.2 <<< CONVERGED *** WARNING *** CP = 4004.000 TIME= 15:02:18 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9196E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1959E-01 LINE SEARCH PARAMETER = 0.9002 SCALED MAX DOF INC = 0.1763E-01 FORCE CONVERGENCE VALUE = 2.288 CRITERION= 5.826 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4289 CRITERION= 274.7 <<< CONVERGED *** WARNING *** CP = 4061.812 TIME= 15:02:44 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4283E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1269E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1269E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 4 SUBSTEP 3 COMPLETED. CUM ITER = 63 *** TIME = 3.70000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 4102.484 TIME= 15:02:59 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. 1 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 164.4 CRITERION= 5.632 MOMENT CONVERGENCE VALUE = 34.00 CRITERION= 264.9 *** WARNING *** CP = 4149.641 TIME= 15:03:46 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2232 CRITERION= 0.2213 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3451E-01 LINE SEARCH PARAMETER = 0.7348 SCALED MAX DOF INC = -0.2536E-01 FORCE CONVERGENCE VALUE = 43.76 CRITERION= 5.748 MOMENT CONVERGENCE VALUE = 9.031 CRITERION= 270.2 <<< CONVERGED *** WARNING *** CP = 4207.625 TIME= 15:04:15 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1268 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3137E-01 LINE SEARCH PARAMETER = 0.6698 SCALED MAX DOF INC = 0.2101E-01 FORCE CONVERGENCE VALUE = 14.55 CRITERION= 5.864 MOMENT CONVERGENCE VALUE = 3.003 CRITERION= 275.7 <<< CONVERGED *** WARNING *** CP = 4266.156 TIME= 15:04:40 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4540E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9599E-02 LINE SEARCH PARAMETER = 0.5453 SCALED MAX DOF INC = -0.5235E-02 FORCE CONVERGENCE VALUE = 6.631 CRITERION= 5.984 MOMENT CONVERGENCE VALUE = 1.371 CRITERION= 281.4 <<< CONVERGED *** WARNING *** CP = 4331.500 TIME= 15:05:09 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4764E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1612E-01 LINE SEARCH PARAMETER = 0.2721 SCALED MAX DOF INC = -0.4385E-02 FORCE CONVERGENCE VALUE = 4.830 CRITERION= 6.106 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.9978 CRITERION= 287.1 <<< CONVERGED *** WARNING *** CP = 4397.328 TIME= 15:05:39 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2671E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6462E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6462E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 4 SUBSTEP 4 COMPLETED. CUM ITER = 68 *** TIME = 4.00000 TIME INC = 0.300000 **************************************************** *************** FINISHED SOLVE FOR LS 4 ************* **************************************************** ******************* SOLVE FOR LS 5 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1000 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM USE A MAXIMUM OF 40 EQUILIBRIUM ITERATIONS EACH SUBSTEP TIME= 5.0000 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC NONLINEAR STABILIZATION CONTROL: KEY=OFF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 4447.156 TIME= 15:06:00 Material number 90 (used by element 45589 ) should normally have at least one MP or one TB type command associated with it. Output of energy by material may not be available. *** NOTE *** CP = 4447.516 TIME= 15:06:00 The step data was checked and warning messages were found. Please review output or errors file ( C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C\file.err ) for these warning messages. *** NOTE *** CP = 4447.516 TIME= 15:06:00 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. SOLCONTROL,ON uses sparse matrix direct solver 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 13.0SP2 ***** ANSYS Academic Research 00000000 VERSION=WINDOWS x64 15:06:01 JUL 13, 2012 CP= 4449.297 3DFormer_V01--Statisch-mechanisch (J5) L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 5 TIME AT END OF THE LOAD STEP. . . . . . . . . . 5.0000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 5 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 40 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 4449.766 TIME= 15:06:02 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 4450.000 TIME= 15:06:02 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 4450.000 TIME= 15:06:02 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 4450.016 TIME= 15:06:02 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 0.2244 CRITERION= 5.632 MOMENT CONVERGENCE VALUE = 0.7573E-02 CRITERION= 264.8 *** WARNING *** CP = 4497.625 TIME= 15:06:48 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 4.690 CRITERION= 0.2213 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3625E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3625E-01 FORCE CONVERGENCE VALUE = 31.04 CRITERION= 5.775 MOMENT CONVERGENCE VALUE = 5.620 CRITERION= 271.0 <<< CONVERGED *** WARNING *** CP = 4556.109 TIME= 15:07:14 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2088 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3931E-01 LINE SEARCH PARAMETER = 0.9604 SCALED MAX DOF INC = -0.3775E-01 FORCE CONVERGENCE VALUE = 1.891 CRITERION= 5.893 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4330 CRITERION= 276.5 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 5 SUBSTEP 1 COMPLETED. CUM ITER = 70 *** TIME = 4.20000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 4589.719 TIME= 15:07:37 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 76.63 CRITERION= 5.688 MOMENT CONVERGENCE VALUE = 15.29 CRITERION= 266.3 *** WARNING *** CP = 4637.297 TIME= 15:08:07 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2361 CRITERION= 0.2213 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3663E-01 LINE SEARCH PARAMETER = 0.8463 SCALED MAX DOF INC = -0.3100E-01 FORCE CONVERGENCE VALUE = 12.12 CRITERION= 5.803 MOMENT CONVERGENCE VALUE = 2.323 CRITERION= 271.7 <<< CONVERGED *** WARNING *** CP = 4696.859 TIME= 15:08:32 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1714 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3376E-01 LINE SEARCH PARAMETER = 0.4135 SCALED MAX DOF INC = -0.1396E-01 FORCE CONVERGENCE VALUE = 7.190 CRITERION= 5.921 MOMENT CONVERGENCE VALUE = 1.377 CRITERION= 277.2 <<< CONVERGED *** WARNING *** CP = 4762.516 TIME= 15:09:00 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5406E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1197E-01 LINE SEARCH PARAMETER = 0.5260 SCALED MAX DOF INC = 0.6294E-02 FORCE CONVERGENCE VALUE = 3.429 CRITERION= 6.041 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6563 CRITERION= 282.9 <<< CONVERGED *** WARNING *** CP = 4827.453 TIME= 15:09:28 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4762E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1469E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1469E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 5 SUBSTEP 2 COMPLETED. CUM ITER = 74 *** TIME = 4.40000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 4875.922 TIME= 15:09:46 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 67.19 CRITERION= 5.713 MOMENT CONVERGENCE VALUE = 14.43 CRITERION= 267.2 *** WARNING *** CP = 4923.156 TIME= 15:10:07 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1989 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2922E-01 LINE SEARCH PARAMETER = 0.6981 SCALED MAX DOF INC = -0.2040E-01 FORCE CONVERGENCE VALUE = 20.74 CRITERION= 5.831 MOMENT CONVERGENCE VALUE = 4.407 CRITERION= 272.5 <<< CONVERGED *** WARNING *** CP = 4981.812 TIME= 15:10:33 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1587 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4497E-01 LINE SEARCH PARAMETER = 0.6437 SCALED MAX DOF INC = -0.2895E-01 FORCE CONVERGENCE VALUE = 7.498 CRITERION= 5.950 MOMENT CONVERGENCE VALUE = 1.551 CRITERION= 278.1 <<< CONVERGED *** WARNING *** CP = 5048.703 TIME= 15:11:02 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5957E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1625E-01 LINE SEARCH PARAMETER = 0.2531 SCALED MAX DOF INC = 0.4113E-02 FORCE CONVERGENCE VALUE = 5.604 CRITERION= 6.072 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.157 CRITERION= 283.7 <<< CONVERGED *** WARNING *** CP = 5114.625 TIME= 15:11:30 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9180E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2602E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2602E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 5 SUBSTEP 3 COMPLETED. CUM ITER = 78 *** TIME = 4.60000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 5156.062 TIME= 15:11:45 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. 1 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 148.9 CRITERION= 5.759 MOMENT CONVERGENCE VALUE = 33.86 CRITERION= 268.4 *** WARNING *** CP = 5204.109 TIME= 15:12:24 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3498 CRITERION= 0.2213 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8966E-01 LINE SEARCH PARAMETER = 0.7351 SCALED MAX DOF INC = 0.6591E-01 FORCE CONVERGENCE VALUE = 40.12 CRITERION= 5.877 MOMENT CONVERGENCE VALUE = 9.310 CRITERION= 273.7 <<< CONVERGED *** WARNING *** CP = 5263.188 TIME= 15:12:49 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1673 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3849E-01 LINE SEARCH PARAMETER = 0.4802 SCALED MAX DOF INC = 0.1848E-01 FORCE CONVERGENCE VALUE = 21.09 CRITERION= 5.996 MOMENT CONVERGENCE VALUE = 4.891 CRITERION= 279.2 <<< CONVERGED *** WARNING *** CP = 5328.969 TIME= 15:13:17 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1409 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3003E-01 LINE SEARCH PARAMETER = 0.3268 SCALED MAX DOF INC = -0.9814E-02 FORCE CONVERGENCE VALUE = 14.24 CRITERION= 6.119 MOMENT CONVERGENCE VALUE = 3.309 CRITERION= 284.9 <<< CONVERGED *** WARNING *** CP = 5395.500 TIME= 15:13:45 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6079E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1175E-01 LINE SEARCH PARAMETER = 0.6324 SCALED MAX DOF INC = 0.7434E-02 FORCE CONVERGENCE VALUE = 5.294 CRITERION= 6.244 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.234 CRITERION= 290.8 <<< CONVERGED *** WARNING *** CP = 5463.703 TIME= 15:14:14 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9773E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2507E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2507E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 5 SUBSTEP 4 COMPLETED. CUM ITER = 83 *** TIME = 4.90000 TIME INC = 0.300000 *** AUTO TIME STEP: NEXT TIME INC = 0.10000 DECREASED (FACTOR = 0.3333) *** NOTE *** CP = 5504.531 TIME= 15:14:29 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 33.37 CRITERION= 5.774 MOMENT CONVERGENCE VALUE = 6.711 CRITERION= 268.6 *** WARNING *** CP = 5551.953 TIME= 15:14:49 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2381 CRITERION= 0.2213 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3261E-01 LINE SEARCH PARAMETER = 0.6901 SCALED MAX DOF INC = 0.2250E-01 FORCE CONVERGENCE VALUE = 10.46 CRITERION= 5.893 MOMENT CONVERGENCE VALUE = 2.089 CRITERION= 274.1 <<< CONVERGED *** WARNING *** CP = 5609.781 TIME= 15:15:17 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8931E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1220E-01 LINE SEARCH PARAMETER = 0.3100 SCALED MAX DOF INC = -0.3781E-02 FORCE CONVERGENCE VALUE = 7.227 CRITERION= 6.013 MOMENT CONVERGENCE VALUE = 1.437 CRITERION= 279.7 <<< CONVERGED *** WARNING *** CP = 5676.859 TIME= 15:15:45 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1013 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2348E-01 LINE SEARCH PARAMETER = 0.8929E-01 SCALED MAX DOF INC = -0.2096E-02 FORCE CONVERGENCE VALUE = 6.582 CRITERION= 6.136 MOMENT CONVERGENCE VALUE = 1.310 CRITERION= 285.4 <<< CONVERGED *** WARNING *** CP = 5751.469 TIME= 15:16:18 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6658E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1039E-01 LINE SEARCH PARAMETER = 0.1162 SCALED MAX DOF INC = -0.1207E-02 FORCE CONVERGENCE VALUE = 5.819 CRITERION= 6.261 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.158 CRITERION= 291.2 <<< CONVERGED *** WARNING *** CP = 5826.859 TIME= 15:16:51 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6394E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1122E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1122E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 5 SUBSTEP 5 COMPLETED. CUM ITER = 88 *** TIME = 5.00000 TIME INC = 0.100000 **************************************************** *************** FINISHED SOLVE FOR LS 5 ************* **************************************************** ******************* SOLVE FOR LS 6 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1000 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM USE A MAXIMUM OF 40 EQUILIBRIUM ITERATIONS EACH SUBSTEP TIME= 6.0000 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC NONLINEAR STABILIZATION CONTROL: KEY=OFF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 5884.828 TIME= 15:17:14 Material number 90 (used by element 45589 ) should normally have at least one MP or one TB type command associated with it. Output of energy by material may not be available. *** NOTE *** CP = 5885.516 TIME= 15:17:14 The step data was checked and warning messages were found. Please review output or errors file ( C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C\file.err ) for these warning messages. *** NOTE *** CP = 5885.516 TIME= 15:17:14 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. SOLCONTROL,ON uses sparse matrix direct solver 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 13.0SP2 ***** ANSYS Academic Research 00000000 VERSION=WINDOWS x64 15:17:15 JUL 13, 2012 CP= 5887.031 3DFormer_V01--Statisch-mechanisch (J5) L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 6 TIME AT END OF THE LOAD STEP. . . . . . . . . . 6.0000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 5 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 40 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 5887.500 TIME= 15:17:16 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 5887.734 TIME= 15:17:16 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 5887.734 TIME= 15:17:16 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 5887.734 TIME= 15:17:16 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 0.2590 CRITERION= 5.775 MOMENT CONVERGENCE VALUE = 0.1719E-01 CRITERION= 268.6 *** WARNING *** CP = 5936.000 TIME= 15:18:03 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 4.669 CRITERION= 0.2214 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4115E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4115E-01 FORCE CONVERGENCE VALUE = 32.12 CRITERION= 5.925 MOMENT CONVERGENCE VALUE = 6.283 CRITERION= 275.0 <<< CONVERGED *** WARNING *** CP = 5993.906 TIME= 15:18:30 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2165 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4769E-01 LINE SEARCH PARAMETER = 0.7357 SCALED MAX DOF INC = -0.3509E-01 FORCE CONVERGENCE VALUE = 8.641 CRITERION= 6.047 MOMENT CONVERGENCE VALUE = 1.681 CRITERION= 280.5 <<< CONVERGED *** WARNING *** CP = 6052.484 TIME= 15:18:55 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1232 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2500E-01 LINE SEARCH PARAMETER = 0.2863 SCALED MAX DOF INC = -0.7160E-02 FORCE CONVERGENCE VALUE = 6.190 CRITERION= 6.170 MOMENT CONVERGENCE VALUE = 1.208 CRITERION= 286.2 <<< CONVERGED *** WARNING *** CP = 6119.781 TIME= 15:19:25 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8508E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1689E-01 LINE SEARCH PARAMETER = 0.2574 SCALED MAX DOF INC = 0.4347E-02 FORCE CONVERGENCE VALUE = 4.603 CRITERION= 6.296 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8957 CRITERION= 292.1 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 6 SUBSTEP 1 COMPLETED. CUM ITER = 92 *** TIME = 5.20000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 6169.453 TIME= 15:19:44 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 78.49 CRITERION= 5.840 MOMENT CONVERGENCE VALUE = 15.40 CRITERION= 270.3 *** WARNING *** CP = 6216.938 TIME= 15:20:06 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2459 CRITERION= 0.2214 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3837E-01 LINE SEARCH PARAMETER = 0.7268 SCALED MAX DOF INC = 0.2788E-01 FORCE CONVERGENCE VALUE = 21.59 CRITERION= 5.960 MOMENT CONVERGENCE VALUE = 4.208 CRITERION= 275.7 <<< CONVERGED *** WARNING *** CP = 6275.312 TIME= 15:20:33 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9647E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2292E-01 LINE SEARCH PARAMETER = 0.3454 SCALED MAX DOF INC = -0.7915E-02 FORCE CONVERGENCE VALUE = 14.15 CRITERION= 6.081 MOMENT CONVERGENCE VALUE = 2.760 CRITERION= 281.3 <<< CONVERGED *** WARNING *** CP = 6341.953 TIME= 15:21:05 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6846E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1338E-01 LINE SEARCH PARAMETER = 0.1707 SCALED MAX DOF INC = 0.2284E-02 FORCE CONVERGENCE VALUE = 11.73 CRITERION= 6.205 MOMENT CONVERGENCE VALUE = 2.290 CRITERION= 287.1 <<< CONVERGED *** WARNING *** CP = 6416.156 TIME= 15:21:37 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5450E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1223E-01 LINE SEARCH PARAMETER = 0.6542E-01 SCALED MAX DOF INC = -0.7998E-03 FORCE CONVERGENCE VALUE = 10.97 CRITERION= 6.332 MOMENT CONVERGENCE VALUE = 2.140 CRITERION= 292.9 <<< CONVERGED *** WARNING *** CP = 6498.719 TIME= 15:22:14 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5718E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1146E-01 LINE SEARCH PARAMETER = 0.9340E-01 SCALED MAX DOF INC = -0.1071E-02 FORCE CONVERGENCE VALUE = 9.942 CRITERION= 6.461 MOMENT CONVERGENCE VALUE = 1.941 CRITERION= 298.9 <<< CONVERGED *** WARNING *** CP = 6581.844 TIME= 15:22:48 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8150E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1344E-01 LINE SEARCH PARAMETER = 0.6296E-01 SCALED MAX DOF INC = 0.8463E-03 FORCE CONVERGENCE VALUE = 9.316 CRITERION= 6.593 MOMENT CONVERGENCE VALUE = 1.818 CRITERION= 305.0 <<< CONVERGED *** WARNING *** CP = 6663.266 TIME= 15:23:25 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5591E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8740E-02 LINE SEARCH PARAMETER = 0.7246E-01 SCALED MAX DOF INC = 0.6333E-03 FORCE CONVERGENCE VALUE = 8.642 CRITERION= 6.727 MOMENT CONVERGENCE VALUE = 1.687 CRITERION= 311.3 <<< CONVERGED *** WARNING *** CP = 6745.047 TIME= 15:24:00 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7880E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1316E-01 LINE SEARCH PARAMETER = 0.6104E-01 SCALED MAX DOF INC = 0.8033E-03 FORCE CONVERGENCE VALUE = 8.115 CRITERION= 6.864 MOMENT CONVERGENCE VALUE = 1.583 CRITERION= 317.6 <<< CONVERGED *** WARNING *** CP = 6837.250 TIME= 15:24:40 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5540E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8845E-02 LINE SEARCH PARAMETER = 0.6538E-01 SCALED MAX DOF INC = -0.5783E-03 FORCE CONVERGENCE VALUE = 7.585 CRITERION= 7.004 MOMENT CONVERGENCE VALUE = 1.480 CRITERION= 324.1 <<< CONVERGED *** WARNING *** CP = 6919.875 TIME= 15:25:15 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4837E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 10 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1148E-01 LINE SEARCH PARAMETER = 0.5155E-01 SCALED MAX DOF INC = -0.5917E-03 FORCE CONVERGENCE VALUE = 7.194 CRITERION= 7.147 MOMENT CONVERGENCE VALUE = 1.404 CRITERION= 330.7 <<< CONVERGED *** WARNING *** CP = 7012.422 TIME= 15:25:55 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4398E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 11 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9139E-02 LINE SEARCH PARAMETER = 0.9729E-01 SCALED MAX DOF INC = -0.8892E-03 FORCE CONVERGENCE VALUE = 6.494 CRITERION= 7.293 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.267 CRITERION= 337.5 <<< CONVERGED *** WARNING *** CP = 7093.797 TIME= 15:26:30 There are 133 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4804E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 12 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1174E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1174E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 12 *** LOAD STEP 6 SUBSTEP 2 COMPLETED. CUM ITER = 104 *** TIME = 5.40000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 7142.016 TIME= 15:26:48 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 60.05 CRITERION= 5.874 MOMENT CONVERGENCE VALUE = 12.26 CRITERION= 271.1 *** WARNING *** CP = 7190.141 TIME= 15:27:20 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1407 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2491E-01 LINE SEARCH PARAMETER = 0.6596 SCALED MAX DOF INC = 0.1643E-01 FORCE CONVERGENCE VALUE = 20.49 CRITERION= 5.995 MOMENT CONVERGENCE VALUE = 4.169 CRITERION= 276.6 <<< CONVERGED *** WARNING *** CP = 7257.828 TIME= 15:27:47 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1382 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2717E-01 LINE SEARCH PARAMETER = 0.3584 SCALED MAX DOF INC = -0.9736E-02 FORCE CONVERGENCE VALUE = 13.20 CRITERION= 6.117 MOMENT CONVERGENCE VALUE = 2.687 CRITERION= 282.2 <<< CONVERGED *** WARNING *** CP = 7324.469 TIME= 15:28:16 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4488E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7347E-02 LINE SEARCH PARAMETER = 0.3270 SCALED MAX DOF INC = 0.2402E-02 FORCE CONVERGENCE VALUE = 8.887 CRITERION= 6.241 MOMENT CONVERGENCE VALUE = 1.812 CRITERION= 288.0 <<< CONVERGED *** WARNING *** CP = 7390.094 TIME= 15:28:44 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7021E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1590E-01 LINE SEARCH PARAMETER = 0.1134 SCALED MAX DOF INC = -0.1803E-02 FORCE CONVERGENCE VALUE = 7.880 CRITERION= 6.369 MOMENT CONVERGENCE VALUE = 1.608 CRITERION= 293.8 <<< CONVERGED *** WARNING *** CP = 7464.328 TIME= 15:29:15 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5253E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1050E-01 LINE SEARCH PARAMETER = 0.1546 SCALED MAX DOF INC = 0.1624E-02 FORCE CONVERGENCE VALUE = 6.664 CRITERION= 6.498 MOMENT CONVERGENCE VALUE = 1.362 CRITERION= 299.8 <<< CONVERGED *** WARNING *** CP = 7537.391 TIME= 15:29:46 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3281E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7457E-02 LINE SEARCH PARAMETER = 0.1169 SCALED MAX DOF INC = 0.8713E-03 FORCE CONVERGENCE VALUE = 5.886 CRITERION= 6.631 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.203 CRITERION= 306.0 <<< CONVERGED *** WARNING *** CP = 7612.625 TIME= 15:30:17 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5135E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1552E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1552E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7 *** LOAD STEP 6 SUBSTEP 3 COMPLETED. CUM ITER = 111 *** TIME = 5.60000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 7669.703 TIME= 15:30:39 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 125.1 CRITERION= 5.927 MOMENT CONVERGENCE VALUE = 23.64 CRITERION= 272.4 *** WARNING *** CP = 7718.219 TIME= 15:31:16 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1474 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3498E-01 LINE SEARCH PARAMETER = 0.7771 SCALED MAX DOF INC = 0.2718E-01 FORCE CONVERGENCE VALUE = 28.14 CRITERION= 6.051 MOMENT CONVERGENCE VALUE = 5.230 CRITERION= 277.8 <<< CONVERGED *** WARNING *** CP = 7777.891 TIME= 15:31:41 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6316E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1365E-01 LINE SEARCH PARAMETER = 0.4118 SCALED MAX DOF INC = -0.5623E-02 FORCE CONVERGENCE VALUE = 16.57 CRITERION= 6.174 MOMENT CONVERGENCE VALUE = 3.083 CRITERION= 283.5 <<< CONVERGED *** WARNING *** CP = 7844.359 TIME= 15:32:12 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8296E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2265E-01 LINE SEARCH PARAMETER = 0.2853 SCALED MAX DOF INC = 0.6461E-02 FORCE CONVERGENCE VALUE = 11.86 CRITERION= 6.299 MOMENT CONVERGENCE VALUE = 2.203 CRITERION= 289.3 <<< CONVERGED *** WARNING *** CP = 7919.422 TIME= 15:32:42 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2637E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4980E-02 LINE SEARCH PARAMETER = 0.4062 SCALED MAX DOF INC = 0.2023E-02 FORCE CONVERGENCE VALUE = 7.045 CRITERION= 6.428 MOMENT CONVERGENCE VALUE = 1.308 CRITERION= 295.2 <<< CONVERGED *** WARNING *** CP = 7987.484 TIME= 15:33:13 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7870E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1705E-01 LINE SEARCH PARAMETER = 0.1543 SCALED MAX DOF INC = -0.2631E-02 FORCE CONVERGENCE VALUE = 5.962 CRITERION= 6.559 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.109 CRITERION= 301.3 <<< CONVERGED *** WARNING *** CP = 8061.906 TIME= 15:33:44 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2291E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5263E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5263E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 6 SUBSTEP 4 COMPLETED. CUM ITER = 117 *** TIME = 5.90000 TIME INC = 0.300000 *** AUTO TIME STEP: NEXT TIME INC = 0.10000 DECREASED (FACTOR = 0.3333) *** NOTE *** CP = 8103.344 TIME= 15:33:59 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 35.68 CRITERION= 5.947 MOMENT CONVERGENCE VALUE = 6.332 CRITERION= 272.9 *** WARNING *** CP = 8152.281 TIME= 15:34:41 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1595 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2609E-01 LINE SEARCH PARAMETER = 0.4527 SCALED MAX DOF INC = -0.1181E-01 FORCE CONVERGENCE VALUE = 19.57 CRITERION= 6.069 MOMENT CONVERGENCE VALUE = 3.465 CRITERION= 278.3 <<< CONVERGED *** WARNING *** CP = 8219.188 TIME= 15:35:08 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1323 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2852E-01 LINE SEARCH PARAMETER = 0.3703 SCALED MAX DOF INC = 0.1056E-01 FORCE CONVERGENCE VALUE = 12.34 CRITERION= 6.193 MOMENT CONVERGENCE VALUE = 2.178 CRITERION= 284.0 <<< CONVERGED *** WARNING *** CP = 8284.984 TIME= 15:35:37 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5503E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1259E-01 LINE SEARCH PARAMETER = 0.2709 SCALED MAX DOF INC = -0.3410E-02 FORCE CONVERGENCE VALUE = 9.000 CRITERION= 6.320 MOMENT CONVERGENCE VALUE = 1.587 CRITERION= 289.8 <<< CONVERGED *** WARNING *** CP = 8359.016 TIME= 15:36:07 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4761E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1063E-01 LINE SEARCH PARAMETER = 0.4273 SCALED MAX DOF INC = -0.4543E-02 FORCE CONVERGENCE VALUE = 5.161 CRITERION= 6.448 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.9093 CRITERION= 295.7 <<< CONVERGED *** WARNING *** CP = 8425.844 TIME= 15:36:36 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4202E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9175E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.9175E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 6 SUBSTEP 5 COMPLETED. CUM ITER = 122 *** TIME = 6.00000 TIME INC = 0.100000 **************************************************** *************** FINISHED SOLVE FOR LS 6 ************* **************************************************** ******************* SOLVE FOR LS 7 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1000 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM USE A MAXIMUM OF 40 EQUILIBRIUM ITERATIONS EACH SUBSTEP TIME= 7.0000 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC NONLINEAR STABILIZATION CONTROL: KEY=OFF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 8476.203 TIME= 15:36:55 Material number 90 (used by element 45589 ) should normally have at least one MP or one TB type command associated with it. Output of energy by material may not be available. *** NOTE *** CP = 8476.766 TIME= 15:36:55 The step data was checked and warning messages were found. Please review output or errors file ( C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C\file.err ) for these warning messages. *** NOTE *** CP = 8476.766 TIME= 15:36:55 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. SOLCONTROL,ON uses sparse matrix direct solver 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 13.0SP2 ***** ANSYS Academic Research 00000000 VERSION=WINDOWS x64 15:36:56 JUL 13, 2012 CP= 8478.594 3DFormer_V01--Statisch-mechanisch (J5) L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 7 TIME AT END OF THE LOAD STEP. . . . . . . . . . 7.0000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 5 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 40 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 8479.062 TIME= 15:36:57 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 8479.297 TIME= 15:36:57 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 8479.297 TIME= 15:36:57 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 8479.297 TIME= 15:36:57 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 0.1470 CRITERION= 5.948 MOMENT CONVERGENCE VALUE = 0.2014E-01 CRITERION= 272.8 *** WARNING *** CP = 8528.578 TIME= 15:37:38 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 4.678 CRITERION= 0.2214 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4070E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4070E-01 FORCE CONVERGENCE VALUE = 35.69 CRITERION= 6.108 MOMENT CONVERGENCE VALUE = 6.385 CRITERION= 279.4 <<< CONVERGED *** WARNING *** CP = 8587.328 TIME= 15:38:04 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2086 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3991E-01 LINE SEARCH PARAMETER = 0.7435 SCALED MAX DOF INC = 0.2967E-01 FORCE CONVERGENCE VALUE = 9.589 CRITERION= 6.233 MOMENT CONVERGENCE VALUE = 1.753 CRITERION= 285.0 <<< CONVERGED *** WARNING *** CP = 8648.656 TIME= 15:38:31 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6742E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1984E-01 LINE SEARCH PARAMETER = 0.5770 SCALED MAX DOF INC = -0.1145E-01 FORCE CONVERGENCE VALUE = 4.091 CRITERION= 6.360 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7441 CRITERION= 290.8 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 7 SUBSTEP 1 COMPLETED. CUM ITER = 125 *** TIME = 6.20000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 8690.016 TIME= 15:38:46 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 82.82 CRITERION= 6.026 MOMENT CONVERGENCE VALUE = 16.12 CRITERION= 274.7 *** WARNING *** CP = 8737.766 TIME= 15:39:31 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2040 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4070E-01 LINE SEARCH PARAMETER = 0.7224 SCALED MAX DOF INC = 0.2940E-01 FORCE CONVERGENCE VALUE = 23.38 CRITERION= 6.148 MOMENT CONVERGENCE VALUE = 4.749 CRITERION= 280.2 <<< CONVERGED *** WARNING *** CP = 8795.375 TIME= 15:39:56 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1374 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3145E-01 LINE SEARCH PARAMETER = 0.4217 SCALED MAX DOF INC = -0.1327E-01 FORCE CONVERGENCE VALUE = 13.57 CRITERION= 6.273 MOMENT CONVERGENCE VALUE = 2.765 CRITERION= 285.9 <<< CONVERGED *** WARNING *** CP = 8861.484 TIME= 15:40:25 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3612E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9039E-02 LINE SEARCH PARAMETER = 0.4113 SCALED MAX DOF INC = -0.3718E-02 FORCE CONVERGENCE VALUE = 7.996 CRITERION= 6.401 MOMENT CONVERGENCE VALUE = 1.632 CRITERION= 291.7 <<< CONVERGED *** WARNING *** CP = 8926.719 TIME= 15:40:53 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4672E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9369E-02 LINE SEARCH PARAMETER = 0.3925 SCALED MAX DOF INC = 0.3677E-02 FORCE CONVERGENCE VALUE = 4.866 CRITERION= 6.532 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.9912 CRITERION= 297.7 <<< CONVERGED *** WARNING *** CP = 8992.156 TIME= 15:41:23 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2971E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8619E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8619E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 7 SUBSTEP 2 COMPLETED. CUM ITER = 130 *** TIME = 6.40000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 9041.531 TIME= 15:41:42 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 67.97 CRITERION= 6.064 MOMENT CONVERGENCE VALUE = 13.93 CRITERION= 275.5 *** WARNING *** CP = 9100.375 TIME= 15:42:12 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1551 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2883E-01 LINE SEARCH PARAMETER = 0.7572 SCALED MAX DOF INC = -0.2183E-01 FORCE CONVERGENCE VALUE = 16.91 CRITERION= 6.189 MOMENT CONVERGENCE VALUE = 3.498 CRITERION= 281.1 <<< CONVERGED *** WARNING *** CP = 9159.234 TIME= 15:42:38 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1520 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3272E-01 LINE SEARCH PARAMETER = 0.4368 SCALED MAX DOF INC = 0.1429E-01 FORCE CONVERGENCE VALUE = 9.584 CRITERION= 6.315 MOMENT CONVERGENCE VALUE = 1.961 CRITERION= 286.9 <<< CONVERGED *** WARNING *** CP = 9225.656 TIME= 15:43:08 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7637E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1902E-01 LINE SEARCH PARAMETER = 0.3433 SCALED MAX DOF INC = -0.6530E-02 FORCE CONVERGENCE VALUE = 6.306 CRITERION= 6.443 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.294 CRITERION= 292.7 <<< CONVERGED *** WARNING *** CP = 9291.406 TIME= 15:43:39 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6139E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1071E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1071E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 7 SUBSTEP 3 COMPLETED. CUM ITER = 134 *** TIME = 6.60000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 9332.672 TIME= 15:44:05 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 135.3 CRITERION= 6.125 MOMENT CONVERGENCE VALUE = 23.43 CRITERION= 277.0 *** WARNING *** CP = 9380.797 TIME= 15:44:36 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2926 CRITERION= 0.2214 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4722E-01 LINE SEARCH PARAMETER = 0.7712 SCALED MAX DOF INC = -0.3642E-01 FORCE CONVERGENCE VALUE = 31.45 CRITERION= 6.253 MOMENT CONVERGENCE VALUE = 5.432 CRITERION= 282.5 <<< CONVERGED *** WARNING *** CP = 9440.719 TIME= 15:45:04 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1031 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2443E-01 LINE SEARCH PARAMETER = 0.5664 SCALED MAX DOF INC = 0.1384E-01 FORCE CONVERGENCE VALUE = 13.70 CRITERION= 6.379 MOMENT CONVERGENCE VALUE = 2.375 CRITERION= 288.3 <<< CONVERGED *** WARNING *** CP = 9507.750 TIME= 15:45:33 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6033E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1821E-01 LINE SEARCH PARAMETER = 0.4263 SCALED MAX DOF INC = -0.7763E-02 FORCE CONVERGENCE VALUE = 7.866 CRITERION= 6.510 MOMENT CONVERGENCE VALUE = 1.366 CRITERION= 294.2 <<< CONVERGED *** WARNING *** CP = 9574.688 TIME= 15:46:04 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5646E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1246E-01 LINE SEARCH PARAMETER = 0.2038 SCALED MAX DOF INC = -0.2539E-02 FORCE CONVERGENCE VALUE = 6.266 CRITERION= 6.643 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.089 CRITERION= 300.2 <<< CONVERGED *** WARNING *** CP = 9649.281 TIME= 15:46:35 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5409E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1194E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1194E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 7 SUBSTEP 4 COMPLETED. CUM ITER = 139 *** TIME = 6.90000 TIME INC = 0.300000 *** AUTO TIME STEP: NEXT TIME INC = 0.10000 DECREASED (FACTOR = 0.3333) *** NOTE *** CP = 9706.406 TIME= 15:46:57 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 33.51 CRITERION= 6.149 MOMENT CONVERGENCE VALUE = 6.250 CRITERION= 277.4 *** WARNING *** CP = 9755.172 TIME= 15:47:23 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2315 CRITERION= 0.2214 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4726E-01 LINE SEARCH PARAMETER = 0.6944 SCALED MAX DOF INC = 0.3282E-01 FORCE CONVERGENCE VALUE = 10.26 CRITERION= 6.275 MOMENT CONVERGENCE VALUE = 1.910 CRITERION= 283.1 <<< CONVERGED *** WARNING *** CP = 9813.516 TIME= 15:47:48 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8181E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1400E-01 LINE SEARCH PARAMETER = 0.4276 SCALED MAX DOF INC = -0.5986E-02 FORCE CONVERGENCE VALUE = 5.886 CRITERION= 6.403 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.088 CRITERION= 288.8 <<< CONVERGED *** WARNING *** CP = 9881.484 TIME= 15:48:17 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6828E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1241E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1241E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 7 SUBSTEP 5 COMPLETED. CUM ITER = 142 *** TIME = 7.00000 TIME INC = 0.100000 **************************************************** *************** FINISHED SOLVE FOR LS 7 ************* **************************************************** ******************* SOLVE FOR LS 8 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1000 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM USE A MAXIMUM OF 40 EQUILIBRIUM ITERATIONS EACH SUBSTEP TIME= 8.0000 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC NONLINEAR STABILIZATION CONTROL: KEY=OFF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 9939.328 TIME= 15:48:40 Material number 90 (used by element 45589 ) should normally have at least one MP or one TB type command associated with it. Output of energy by material may not be available. *** NOTE *** CP = 9939.672 TIME= 15:48:40 The step data was checked and warning messages were found. Please review output or errors file ( C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C\file.err ) for these warning messages. *** NOTE *** CP = 9939.672 TIME= 15:48:40 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. SOLCONTROL,ON uses sparse matrix direct solver 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 13.0SP2 ***** ANSYS Academic Research 00000000 VERSION=WINDOWS x64 15:48:41 JUL 13, 2012 CP= 9941.391 3DFormer_V01--Statisch-mechanisch (J5) L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 8 TIME AT END OF THE LOAD STEP. . . . . . . . . . 8.0000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 5 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 40 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 9941.859 TIME= 15:48:45 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 9942.094 TIME= 15:48:46 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 9942.094 TIME= 15:48:46 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 9942.094 TIME= 15:48:46 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 0.2452 CRITERION= 6.150 MOMENT CONVERGENCE VALUE = 0.2783E-01 CRITERION= 277.4 *** WARNING *** CP = 9991.328 TIME= 15:49:27 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 4.674 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5027E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5027E-01 FORCE CONVERGENCE VALUE = 32.04 CRITERION= 6.319 MOMENT CONVERGENCE VALUE = 5.411 CRITERION= 284.2 <<< CONVERGED *** WARNING *** CP = 10049.562 TIME= 15:49:56 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1981 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3927E-01 LINE SEARCH PARAMETER = 0.7334 SCALED MAX DOF INC = -0.2880E-01 FORCE CONVERGENCE VALUE = 8.897 CRITERION= 6.451 MOMENT CONVERGENCE VALUE = 1.513 CRITERION= 289.9 <<< CONVERGED *** WARNING *** CP = 10109.219 TIME= 15:50:21 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6302E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9587E-02 LINE SEARCH PARAMETER = 0.3992 SCALED MAX DOF INC = -0.3828E-02 FORCE CONVERGENCE VALUE = 5.364 CRITERION= 6.582 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.9131 CRITERION= 295.8 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 8 SUBSTEP 1 COMPLETED. CUM ITER = 145 *** TIME = 7.20000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 10150.812 TIME= 15:50:37 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 78.56 CRITERION= 6.241 MOMENT CONVERGENCE VALUE = 14.26 CRITERION= 279.4 *** WARNING *** CP = 10197.875 TIME= 15:50:59 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2087 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4312E-01 LINE SEARCH PARAMETER = 0.7247 SCALED MAX DOF INC = 0.3125E-01 FORCE CONVERGENCE VALUE = 21.77 CRITERION= 6.367 MOMENT CONVERGENCE VALUE = 3.927 CRITERION= 285.1 <<< CONVERGED *** WARNING *** CP = 10255.766 TIME= 15:51:24 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7549E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1224E-01 LINE SEARCH PARAMETER = 0.6685 SCALED MAX DOF INC = 0.8182E-02 FORCE CONVERGENCE VALUE = 7.237 CRITERION= 6.497 MOMENT CONVERGENCE VALUE = 1.304 CRITERION= 290.9 <<< CONVERGED *** WARNING *** CP = 10314.609 TIME= 15:51:50 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6285E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1153E-01 LINE SEARCH PARAMETER = 0.3884 SCALED MAX DOF INC = 0.4479E-02 FORCE CONVERGENCE VALUE = 4.433 CRITERION= 6.629 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7976 CRITERION= 296.8 <<< CONVERGED *** WARNING *** CP = 10381.859 TIME= 15:52:18 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4200E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7917E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7917E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 8 SUBSTEP 2 COMPLETED. CUM ITER = 149 *** TIME = 7.40000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 10431.344 TIME= 15:52:37 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 116.9 CRITERION= 6.308 MOMENT CONVERGENCE VALUE = 21.72 CRITERION= 280.8 *** WARNING *** CP = 10497.453 TIME= 15:53:13 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2656 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4694E-01 LINE SEARCH PARAMETER = 0.7504 SCALED MAX DOF INC = 0.3522E-01 FORCE CONVERGENCE VALUE = 29.99 CRITERION= 6.438 MOMENT CONVERGENCE VALUE = 5.543 CRITERION= 286.5 <<< CONVERGED *** WARNING *** CP = 10556.500 TIME= 15:53:39 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1191 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2665E-01 LINE SEARCH PARAMETER = 0.7150 SCALED MAX DOF INC = -0.1906E-01 FORCE CONVERGENCE VALUE = 8.627 CRITERION= 6.569 MOMENT CONVERGENCE VALUE = 1.608 CRITERION= 292.4 <<< CONVERGED *** WARNING *** CP = 10614.656 TIME= 15:54:07 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6702E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1222E-01 LINE SEARCH PARAMETER = 0.3625 SCALED MAX DOF INC = -0.4431E-02 FORCE CONVERGENCE VALUE = 5.512 CRITERION= 6.703 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.029 CRITERION= 298.4 <<< CONVERGED *** WARNING *** CP = 10682.062 TIME= 15:54:35 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4755E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1170E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1170E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 8 SUBSTEP 3 COMPLETED. CUM ITER = 153 *** TIME = 7.70000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 10731.391 TIME= 15:54:53 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 135.6 CRITERION= 6.381 MOMENT CONVERGENCE VALUE = 26.37 CRITERION= 282.4 *** WARNING *** CP = 10778.953 TIME= 15:55:29 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1985 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3669E-01 LINE SEARCH PARAMETER = 0.6514 SCALED MAX DOF INC = -0.2390E-01 FORCE CONVERGENCE VALUE = 47.36 CRITERION= 6.511 MOMENT CONVERGENCE VALUE = 9.214 CRITERION= 288.1 <<< CONVERGED *** WARNING *** CP = 10845.766 TIME= 15:55:57 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6074E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8608E-02 LINE SEARCH PARAMETER = 0.7783 SCALED MAX DOF INC = 0.6700E-02 FORCE CONVERGENCE VALUE = 10.53 CRITERION= 6.644 MOMENT CONVERGENCE VALUE = 2.048 CRITERION= 294.0 <<< CONVERGED *** WARNING *** CP = 10905.391 TIME= 15:56:22 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4271E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1179E-01 LINE SEARCH PARAMETER = 0.4052 SCALED MAX DOF INC = 0.4776E-02 FORCE CONVERGENCE VALUE = 6.264 CRITERION= 6.780 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.219 CRITERION= 300.0 <<< CONVERGED *** WARNING *** CP = 10972.609 TIME= 15:56:50 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4800E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1289E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1289E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 8 SUBSTEP 4 COMPLETED. CUM ITER = 157 *** TIME = 8.00000 TIME INC = 0.300000 **************************************************** *************** FINISHED SOLVE FOR LS 8 ************* **************************************************** ******************* SOLVE FOR LS 9 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1000 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM USE A MAXIMUM OF 40 EQUILIBRIUM ITERATIONS EACH SUBSTEP TIME= 9.0000 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC NONLINEAR STABILIZATION CONTROL: KEY=OFF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 11015.422 TIME= 15:57:07 Material number 90 (used by element 45589 ) should normally have at least one MP or one TB type command associated with it. Output of energy by material may not be available. *** NOTE *** CP = 11015.797 TIME= 15:57:07 The step data was checked and warning messages were found. Please review output or errors file ( C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C\file.err ) for these warning messages. *** NOTE *** CP = 11015.797 TIME= 15:57:07 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. SOLCONTROL,ON uses sparse matrix direct solver 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 13.0SP2 ***** ANSYS Academic Research 00000000 VERSION=WINDOWS x64 15:57:08 JUL 13, 2012 CP= 11017.297 3DFormer_V01--Statisch-mechanisch (J5) L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 9 TIME AT END OF THE LOAD STEP. . . . . . . . . . 9.0000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 5 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 40 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 11017.922 TIME= 15:57:37 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 11018.172 TIME= 15:57:38 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 11018.172 TIME= 15:57:38 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 11018.172 TIME= 15:57:38 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 0.1567 CRITERION= 6.382 MOMENT CONVERGENCE VALUE = 0.2953E-01 CRITERION= 282.3 *** WARNING *** CP = 11067.109 TIME= 15:58:09 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 4.677 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4551E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4551E-01 FORCE CONVERGENCE VALUE = 28.62 CRITERION= 6.562 MOMENT CONVERGENCE VALUE = 5.809 CRITERION= 289.3 <<< CONVERGED *** WARNING *** CP = 11125.516 TIME= 15:58:37 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1371 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3352E-01 LINE SEARCH PARAMETER = 0.6891 SCALED MAX DOF INC = -0.2310E-01 FORCE CONVERGENCE VALUE = 8.952 CRITERION= 6.697 MOMENT CONVERGENCE VALUE = 1.815 CRITERION= 295.1 <<< CONVERGED *** WARNING *** CP = 11183.453 TIME= 15:59:07 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7222E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1436E-01 LINE SEARCH PARAMETER = 0.5871 SCALED MAX DOF INC = 0.8430E-02 FORCE CONVERGENCE VALUE = 3.719 CRITERION= 6.834 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7458 CRITERION= 301.1 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 9 SUBSTEP 1 COMPLETED. CUM ITER = 160 *** TIME = 8.20000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 11225.547 TIME= 15:59:22 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 67.07 CRITERION= 6.483 MOMENT CONVERGENCE VALUE = 13.50 CRITERION= 284.5 *** WARNING *** CP = 11273.281 TIME= 16:00:13 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1566 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4551E-01 LINE SEARCH PARAMETER = 0.9242 SCALED MAX DOF INC = 0.4207E-01 FORCE CONVERGENCE VALUE = 5.535 CRITERION= 6.614 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.162 CRITERION= 290.2 <<< CONVERGED *** WARNING *** CP = 11331.344 TIME= 16:00:40 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5675E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1684E-01 LINE SEARCH PARAMETER = 0.5648 SCALED MAX DOF INC = 0.9510E-02 FORCE CONVERGENCE VALUE = 2.423 CRITERION= 6.749 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5111 CRITERION= 296.1 <<< CONVERGED *** WARNING *** CP = 11397.469 TIME= 16:01:10 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5389E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1233E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1233E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 9 SUBSTEP 2 COMPLETED. CUM ITER = 163 *** TIME = 8.40000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 11439.141 TIME= 16:01:50 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 113.1 CRITERION= 6.559 MOMENT CONVERGENCE VALUE = 26.04 CRITERION= 285.9 *** WARNING *** CP = 11491.234 TIME= 16:02:15 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2807 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4700E-01 LINE SEARCH PARAMETER = 0.9502 SCALED MAX DOF INC = -0.4466E-01 FORCE CONVERGENCE VALUE = 6.179 CRITERION= 6.693 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.672 CRITERION= 291.8 <<< CONVERGED *** WARNING *** CP = 11582.422 TIME= 16:02:53 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1514 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2079E-01 LINE SEARCH PARAMETER = 0.8534 SCALED MAX DOF INC = 0.1774E-01 FORCE CONVERGENCE VALUE = 1.194 CRITERION= 6.829 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3361 CRITERION= 297.7 <<< CONVERGED *** WARNING *** CP = 11641.891 TIME= 16:03:21 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6193E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1568E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1568E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 9 SUBSTEP 3 COMPLETED. CUM ITER = 166 *** TIME = 8.70000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 11690.844 TIME= 16:03:48 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 141.7 CRITERION= 6.637 MOMENT CONVERGENCE VALUE = 26.34 CRITERION= 287.5 *** WARNING *** CP = 11738.094 TIME= 16:04:28 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2521 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4147E-01 LINE SEARCH PARAMETER = 0.8791 SCALED MAX DOF INC = 0.3645E-01 FORCE CONVERGENCE VALUE = 18.97 CRITERION= 6.774 MOMENT CONVERGENCE VALUE = 2.937 CRITERION= 293.4 <<< CONVERGED *** WARNING *** CP = 11796.688 TIME= 16:04:58 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1036 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1972E-01 LINE SEARCH PARAMETER = 0.7155 SCALED MAX DOF INC = 0.1411E-01 FORCE CONVERGENCE VALUE = 5.464 CRITERION= 6.912 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8103 CRITERION= 299.4 <<< CONVERGED *** WARNING *** CP = 11863.094 TIME= 16:05:36 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5620E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1581E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1581E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 9 SUBSTEP 4 COMPLETED. CUM ITER = 169 *** TIME = 9.00000 TIME INC = 0.300000 **************************************************** *************** FINISHED SOLVE FOR LS 9 ************* **************************************************** ******************* SOLVE FOR LS 10 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1000 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM USE A MAXIMUM OF 40 EQUILIBRIUM ITERATIONS EACH SUBSTEP TIME= 10.000 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC NONLINEAR STABILIZATION CONTROL: KEY=OFF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 11905.812 TIME= 16:05:58 Material number 90 (used by element 45589 ) should normally have at least one MP or one TB type command associated with it. Output of energy by material may not be available. *** NOTE *** CP = 11906.625 TIME= 16:05:59 The step data was checked and warning messages were found. Please review output or errors file ( C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C\file.err ) for these warning messages. *** NOTE *** CP = 11906.625 TIME= 16:05:59 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. SOLCONTROL,ON uses sparse matrix direct solver 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 13.0SP2 ***** ANSYS Academic Research 00000000 VERSION=WINDOWS x64 16:05:59 JUL 13, 2012 CP= 11908.234 3DFormer_V01--Statisch-mechanisch (J5) L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 10 TIME AT END OF THE LOAD STEP. . . . . . . . . . 10.000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 5 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 40 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 11908.719 TIME= 16:06:00 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 11908.953 TIME= 16:06:00 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 11908.953 TIME= 16:06:00 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 11908.953 TIME= 16:06:00 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 0.3108 CRITERION= 6.639 MOMENT CONVERGENCE VALUE = 0.3770E-01 CRITERION= 287.6 *** WARNING *** CP = 11957.312 TIME= 16:06:55 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 4.676 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4795E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4795E-01 FORCE CONVERGENCE VALUE = 28.31 CRITERION= 6.826 MOMENT CONVERGENCE VALUE = 6.660 CRITERION= 294.6 <<< CONVERGED *** WARNING *** CP = 12016.500 TIME= 16:07:25 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1485 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2020E-01 LINE SEARCH PARAMETER = 0.8623 SCALED MAX DOF INC = -0.1742E-01 FORCE CONVERGENCE VALUE = 4.326 CRITERION= 6.967 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.062 CRITERION= 300.5 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 10 SUBSTEP 1 COMPLETED. CUM ITER = 171 *** TIME = 9.20000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 12050.219 TIME= 16:07:38 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 68.91 CRITERION= 6.744 MOMENT CONVERGENCE VALUE = 17.06 CRITERION= 289.6 *** WARNING *** CP = 12099.031 TIME= 16:08:01 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1880 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4795E-01 LINE SEARCH PARAMETER = 0.8691 SCALED MAX DOF INC = 0.4168E-01 FORCE CONVERGENCE VALUE = 9.272 CRITERION= 6.885 MOMENT CONVERGENCE VALUE = 2.343 CRITERION= 295.6 <<< CONVERGED *** WARNING *** CP = 12157.641 TIME= 16:08:31 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7850E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1381E-01 LINE SEARCH PARAMETER = 0.4510 SCALED MAX DOF INC = -0.6229E-02 FORCE CONVERGENCE VALUE = 5.131 CRITERION= 7.025 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.278 CRITERION= 301.6 <<< CONVERGED *** WARNING *** CP = 12223.891 TIME= 16:09:01 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7681E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2077E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2077E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 10 SUBSTEP 2 COMPLETED. CUM ITER = 174 *** TIME = 9.40000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 12265.141 TIME= 16:09:16 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 110.3 CRITERION= 6.828 MOMENT CONVERGENCE VALUE = 25.88 CRITERION= 291.1 *** WARNING *** CP = 12312.766 TIME= 16:09:50 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2496 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3350E-01 LINE SEARCH PARAMETER = 0.8891 SCALED MAX DOF INC = 0.2978E-01 FORCE CONVERGENCE VALUE = 13.20 CRITERION= 6.961 MOMENT CONVERGENCE VALUE = 2.966 CRITERION= 297.1 <<< CONVERGED *** WARNING *** CP = 12370.641 TIME= 16:10:18 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8689E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1681E-01 LINE SEARCH PARAMETER = 0.8690 SCALED MAX DOF INC = 0.1460E-01 FORCE CONVERGENCE VALUE = 1.887 CRITERION= 7.104 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4455 CRITERION= 303.2 <<< CONVERGED *** WARNING *** CP = 12431.531 TIME= 16:10:43 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6115E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1427E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1427E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 10 SUBSTEP 3 COMPLETED. CUM ITER = 177 *** TIME = 9.70000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 12472.094 TIME= 16:10:58 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. 1 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 136.5 CRITERION= 6.903 MOMENT CONVERGENCE VALUE = 29.34 CRITERION= 292.7 *** WARNING *** CP = 12518.938 TIME= 16:11:39 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2175 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4555E-01 LINE SEARCH PARAMETER = 0.8744 SCALED MAX DOF INC = 0.3982E-01 FORCE CONVERGENCE VALUE = 17.36 CRITERION= 7.045 MOMENT CONVERGENCE VALUE = 3.714 CRITERION= 298.7 <<< CONVERGED *** WARNING *** CP = 12576.172 TIME= 16:12:03 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9188E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1423E-01 LINE SEARCH PARAMETER = 0.8126 SCALED MAX DOF INC = 0.1156E-01 FORCE CONVERGENCE VALUE = 3.345 CRITERION= 7.191 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7071 CRITERION= 304.9 <<< CONVERGED *** WARNING *** CP = 12635.406 TIME= 16:12:33 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8313E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1789E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1789E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 10 SUBSTEP 4 COMPLETED. CUM ITER = 180 *** TIME = 10.0000 TIME INC = 0.300000 **************************************************** *************** FINISHED SOLVE FOR LS 10 ************* **************************************************** ******************* SOLVE FOR LS 11 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1000 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM USE A MAXIMUM OF 40 EQUILIBRIUM ITERATIONS EACH SUBSTEP TIME= 11.000 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC NONLINEAR STABILIZATION CONTROL: KEY=OFF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 12678.500 TIME= 16:12:49 Material number 90 (used by element 45589 ) should normally have at least one MP or one TB type command associated with it. Output of energy by material may not be available. *** NOTE *** CP = 12678.844 TIME= 16:12:49 The step data was checked and warning messages were found. Please review output or errors file ( C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C\file.err ) for these warning messages. *** NOTE *** CP = 12678.844 TIME= 16:12:50 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. SOLCONTROL,ON uses sparse matrix direct solver 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 13.0SP2 ***** ANSYS Academic Research 00000000 VERSION=WINDOWS x64 16:12:51 JUL 13, 2012 CP= 12680.531 3DFormer_V01--Statisch-mechanisch (J5) L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 11 TIME AT END OF THE LOAD STEP. . . . . . . . . . 11.000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 5 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 40 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 12681.016 TIME= 16:12:51 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 12681.250 TIME= 16:12:52 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 12681.250 TIME= 16:12:52 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 12681.250 TIME= 16:12:52 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 0.4016 CRITERION= 6.907 MOMENT CONVERGENCE VALUE = 0.8375E-01 CRITERION= 292.8 *** WARNING *** CP = 12730.281 TIME= 16:13:23 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 4.678 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5045E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5045E-01 FORCE CONVERGENCE VALUE = 26.55 CRITERION= 7.101 MOMENT CONVERGENCE VALUE = 6.037 CRITERION= 300.0 <<< CONVERGED *** WARNING *** CP = 12788.422 TIME= 16:13:50 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1479 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4763E-01 LINE SEARCH PARAMETER = 0.8018 SCALED MAX DOF INC = -0.3819E-01 FORCE CONVERGENCE VALUE = 5.513 CRITERION= 7.250 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.232 CRITERION= 306.0 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 11 SUBSTEP 1 COMPLETED. CUM ITER = 182 *** TIME = 10.2000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 12822.703 TIME= 16:14:08 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 66.72 CRITERION= 7.020 MOMENT CONVERGENCE VALUE = 15.93 CRITERION= 295.0 *** WARNING *** CP = 12870.641 TIME= 16:15:07 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1770 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5045E-01 LINE SEARCH PARAMETER = 0.8809 SCALED MAX DOF INC = 0.4444E-01 FORCE CONVERGENCE VALUE = 8.371 CRITERION= 7.162 MOMENT CONVERGENCE VALUE = 1.862 CRITERION= 301.0 <<< CONVERGED *** WARNING *** CP = 12930.766 TIME= 16:15:34 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8498E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1520E-01 LINE SEARCH PARAMETER = 0.5197 SCALED MAX DOF INC = -0.7898E-02 FORCE CONVERGENCE VALUE = 4.038 CRITERION= 7.309 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8890 CRITERION= 307.1 <<< CONVERGED *** WARNING *** CP = 12996.031 TIME= 16:16:02 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4598E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9047E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.9047E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 11 SUBSTEP 2 COMPLETED. CUM ITER = 185 *** TIME = 10.4000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 13037.844 TIME= 16:16:18 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 101.5 CRITERION= 7.102 MOMENT CONVERGENCE VALUE = 23.84 CRITERION= 296.4 *** WARNING *** CP = 13085.609 TIME= 16:16:56 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2521 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4468E-01 LINE SEARCH PARAMETER = 0.9228 SCALED MAX DOF INC = 0.4123E-01 FORCE CONVERGENCE VALUE = 9.243 CRITERION= 7.248 MOMENT CONVERGENCE VALUE = 2.294 CRITERION= 302.5 <<< CONVERGED *** WARNING *** CP = 13144.203 TIME= 16:17:22 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8198E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1255E-01 LINE SEARCH PARAMETER = 0.7061 SCALED MAX DOF INC = -0.8861E-02 FORCE CONVERGENCE VALUE = 2.789 CRITERION= 7.397 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6787 CRITERION= 308.8 <<< CONVERGED *** WARNING *** CP = 13202.250 TIME= 16:17:49 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3760E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1029E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1029E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 11 SUBSTEP 3 COMPLETED. CUM ITER = 188 *** TIME = 10.7000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 13244.844 TIME= 16:18:11 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. 1 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 127.2 CRITERION= 7.194 MOMENT CONVERGENCE VALUE = 28.03 CRITERION= 298.2 *** WARNING *** CP = 13293.547 TIME= 16:19:05 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1921 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2943E-01 LINE SEARCH PARAMETER = 0.8489 SCALED MAX DOF INC = 0.2498E-01 FORCE CONVERGENCE VALUE = 19.63 CRITERION= 7.336 MOMENT CONVERGENCE VALUE = 4.295 CRITERION= 304.2 <<< CONVERGED *** WARNING *** CP = 13353.078 TIME= 16:19:34 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5546E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1090E-01 LINE SEARCH PARAMETER = 0.7458 SCALED MAX DOF INC = 0.8128E-02 FORCE CONVERGENCE VALUE = 5.011 CRITERION= 7.488 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.087 CRITERION= 310.5 <<< CONVERGED *** WARNING *** CP = 13412.453 TIME= 16:20:01 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3728E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1062E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1062E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 11 SUBSTEP 4 COMPLETED. CUM ITER = 191 *** TIME = 11.0000 TIME INC = 0.300000 **************************************************** *************** FINISHED SOLVE FOR LS 11 ************* **************************************************** ******************* SOLVE FOR LS 12 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1000 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM USE A MAXIMUM OF 40 EQUILIBRIUM ITERATIONS EACH SUBSTEP TIME= 12.000 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC NONLINEAR STABILIZATION CONTROL: KEY=OFF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 13454.578 TIME= 16:20:17 Material number 90 (used by element 45589 ) should normally have at least one MP or one TB type command associated with it. Output of energy by material may not be available. *** NOTE *** CP = 13455.266 TIME= 16:20:18 The step data was checked and warning messages were found. Please review output or errors file ( C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C\file.err ) for these warning messages. *** NOTE *** CP = 13455.266 TIME= 16:20:18 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. SOLCONTROL,ON uses sparse matrix direct solver 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 13.0SP2 ***** ANSYS Academic Research 00000000 VERSION=WINDOWS x64 16:20:18 JUL 13, 2012 CP= 13457.188 3DFormer_V01--Statisch-mechanisch (J5) L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 12 TIME AT END OF THE LOAD STEP. . . . . . . . . . 12.000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 5 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 40 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 13457.688 TIME= 16:20:19 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 13457.922 TIME= 16:20:19 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 13457.922 TIME= 16:20:19 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 13457.922 TIME= 16:20:19 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 0.1675 CRITERION= 7.194 MOMENT CONVERGENCE VALUE = 0.2716E-01 CRITERION= 298.2 *** WARNING *** CP = 13505.828 TIME= 16:20:59 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 2.727 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5291E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5291E-01 FORCE CONVERGENCE VALUE = 6.025 CRITERION= 7.380 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.486 CRITERION= 305.4 <<< CONVERGED *** WARNING *** CP = 13563.922 TIME= 16:21:24 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1101 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2016E-01 LINE SEARCH PARAMETER = 0.9079 SCALED MAX DOF INC = -0.1831E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 12 SUBSTEP 1 COMPLETED. CUM ITER = 193 *** TIME = 11.2000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 13597.359 TIME= 16:21:36 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 12.34 CRITERION= 7.285 MOMENT CONVERGENCE VALUE = 3.432 CRITERION= 300.2 *** WARNING *** CP = 13644.906 TIME= 16:22:10 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2203 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5291E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5291E-01 FORCE CONVERGENCE VALUE = 1.616 CRITERION= 7.440 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3728 CRITERION= 306.5 <<< CONVERGED *** WARNING *** CP = 13703.328 TIME= 16:22:36 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8291E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1806E-01 LINE SEARCH PARAMETER = 0.5494 SCALED MAX DOF INC = -0.9921E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 12 SUBSTEP 2 COMPLETED. CUM ITER = 195 *** TIME = 11.4000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 13744.953 TIME= 16:22:51 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 22.87 CRITERION= 7.376 MOMENT CONVERGENCE VALUE = 7.413 CRITERION= 302.0 *** WARNING *** CP = 13792.828 TIME= 16:23:43 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2251 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4873E-01 LINE SEARCH PARAMETER = 0.9382 SCALED MAX DOF INC = 0.4571E-01 FORCE CONVERGENCE VALUE = 4.260 CRITERION= 7.513 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.116 CRITERION= 307.9 <<< CONVERGED *** WARNING *** CP = 13853.109 TIME= 16:24:09 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1340 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3077E-01 LINE SEARCH PARAMETER = 0.5969 SCALED MAX DOF INC = 0.1837E-01 FORCE CONVERGENCE VALUE = 1.854 CRITERION= 7.672 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4917 CRITERION= 314.3 <<< CONVERGED *** WARNING *** CP = 13920.469 TIME= 16:24:39 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6044E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1295E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1295E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 12 SUBSTEP 3 COMPLETED. CUM ITER = 198 *** TIME = 11.7000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 13954.469 TIME= 16:24:51 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 32.12 CRITERION= 7.451 MOMENT CONVERGENCE VALUE = 11.32 CRITERION= 303.6 *** WARNING *** CP = 14002.672 TIME= 16:25:28 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1509 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2506E-01 LINE SEARCH PARAMETER = 0.8558 SCALED MAX DOF INC = -0.2145E-01 FORCE CONVERGENCE VALUE = 5.296 CRITERION= 7.590 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.731 CRITERION= 309.6 <<< CONVERGED *** WARNING *** CP = 14061.656 TIME= 16:25:53 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1225 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1154E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1154E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 12 SUBSTEP 4 COMPLETED. CUM ITER = 200 *** TIME = 12.0000 TIME INC = 0.300000 **************************************************** *************** FINISHED SOLVE FOR LS 12 ************* **************************************************** ******************* SOLVE FOR LS 13 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1000 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM USE A MAXIMUM OF 40 EQUILIBRIUM ITERATIONS EACH SUBSTEP TIME= 13.000 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC NONLINEAR STABILIZATION CONTROL: KEY=OFF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 14096.375 TIME= 16:26:06 Material number 90 (used by element 45589 ) should normally have at least one MP or one TB type command associated with it. Output of energy by material may not be available. *** NOTE *** CP = 14096.891 TIME= 16:26:07 The step data was checked and warning messages were found. Please review output or errors file ( C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C\file.err ) for these warning messages. *** NOTE *** CP = 14096.891 TIME= 16:26:07 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. SOLCONTROL,ON uses sparse matrix direct solver 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 13.0SP2 ***** ANSYS Academic Research 00000000 VERSION=WINDOWS x64 16:26:08 JUL 13, 2012 CP= 14098.594 3DFormer_V01--Statisch-mechanisch (J5) L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 13 TIME AT END OF THE LOAD STEP. . . . . . . . . . 13.000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 5 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 40 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 14099.062 TIME= 16:26:25 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 14099.297 TIME= 16:26:25 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 14099.297 TIME= 16:26:25 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 14099.297 TIME= 16:26:25 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 2.108 CRITERION= 7.447 MOMENT CONVERGENCE VALUE = 0.6942 CRITERION= 303.7 *** WARNING *** CP = 14147.078 TIME= 16:26:52 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 2.714 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5315E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5315E-01 FORCE CONVERGENCE VALUE = 4.178 CRITERION= 7.630 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7054 CRITERION= 310.8 <<< CONVERGED *** WARNING *** CP = 14205.391 TIME= 16:27:18 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2411 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7839E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7839E-01 FORCE CONVERGENCE VALUE = 2.730 CRITERION= 7.800 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5546 CRITERION= 317.2 <<< CONVERGED *** WARNING *** CP = 14263.969 TIME= 16:27:45 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1744 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = -0.2021E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 13 SUBSTEP 1 COMPLETED. CUM ITER = 203 *** TIME = 12.2000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 14275.922 TIME= 16:27:49 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 16.73 CRITERION= 7.553 MOMENT CONVERGENCE VALUE = 4.409 CRITERION= 305.8 *** WARNING *** CP = 14324.828 TIME= 16:28:22 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8404 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1424 LINE SEARCH PARAMETER = 0.8173 SCALED MAX DOF INC = 0.1164 FORCE CONVERGENCE VALUE = 7.842 CRITERION= 7.691 MOMENT CONVERGENCE VALUE = 1.915 CRITERION= 311.7 <<< CONVERGED *** WARNING *** CP = 14381.938 TIME= 16:28:49 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1916 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3817E-01 LINE SEARCH PARAMETER = 0.9191 SCALED MAX DOF INC = -0.3508E-01 FORCE CONVERGENCE VALUE = 1.614 CRITERION= 7.854 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3825 CRITERION= 318.3 <<< CONVERGED *** WARNING *** CP = 14440.094 TIME= 16:29:17 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1199 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4742E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4742E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 13 SUBSTEP 2 COMPLETED. CUM ITER = 206 *** TIME = 12.4000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 14481.734 TIME= 16:29:32 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 23.92 CRITERION= 7.621 MOMENT CONVERGENCE VALUE = 5.549 CRITERION= 307.1 *** WARNING *** CP = 14529.234 TIME= 16:30:12 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3321 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1087 LINE SEARCH PARAMETER = 0.8443 SCALED MAX DOF INC = 0.9177E-01 FORCE CONVERGENCE VALUE = 5.687 CRITERION= 7.770 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.259 CRITERION= 313.4 <<< CONVERGED *** WARNING *** CP = 14587.609 TIME= 16:30:36 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8876E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2746E-01 LINE SEARCH PARAMETER = 0.3585 SCALED MAX DOF INC = -0.9843E-02 FORCE CONVERGENCE VALUE = 3.749 CRITERION= 7.933 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8086 CRITERION= 319.8 <<< CONVERGED *** WARNING *** CP = 14653.375 TIME= 16:31:08 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9733E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2746E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2746E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 13 SUBSTEP 3 COMPLETED. CUM ITER = 209 *** TIME = 12.7000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 14686.656 TIME= 16:31:20 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 17.89 CRITERION= 7.703 MOMENT CONVERGENCE VALUE = 4.880 CRITERION= 308.7 *** WARNING *** CP = 14734.906 TIME= 16:31:53 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6513 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5645E-01 LINE SEARCH PARAMETER = 0.9464 SCALED MAX DOF INC = 0.5342E-01 FORCE CONVERGENCE VALUE = 1.706 CRITERION= 7.853 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5139 CRITERION= 314.8 <<< CONVERGED *** WARNING *** CP = 14793.672 TIME= 16:32:20 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1415 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4065E-01 LINE SEARCH PARAMETER = 0.7022 SCALED MAX DOF INC = -0.2855E-01 FORCE CONVERGENCE VALUE = 0.8778 CRITERION= 8.023 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2647 CRITERION= 321.4 <<< CONVERGED *** WARNING *** CP = 14860.297 TIME= 16:32:53 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1097 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2287E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2287E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 13 SUBSTEP 4 COMPLETED. CUM ITER = 212 *** TIME = 13.0000 TIME INC = 0.300000 **************************************************** *************** FINISHED SOLVE FOR LS 13 ************* **************************************************** ******************* SOLVE FOR LS 14 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1000 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM USE A MAXIMUM OF 40 EQUILIBRIUM ITERATIONS EACH SUBSTEP TIME= 14.000 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC NONLINEAR STABILIZATION CONTROL: KEY=OFF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 14895.672 TIME= 16:33:07 Material number 90 (used by element 45589 ) should normally have at least one MP or one TB type command associated with it. Output of energy by material may not be available. *** NOTE *** CP = 14896.188 TIME= 16:33:07 The step data was checked and warning messages were found. Please review output or errors file ( C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C\file.err ) for these warning messages. *** NOTE *** CP = 14896.188 TIME= 16:33:07 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. SOLCONTROL,ON uses sparse matrix direct solver 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 13.0SP2 ***** ANSYS Academic Research 00000000 VERSION=WINDOWS x64 16:33:08 JUL 13, 2012 CP= 14897.906 3DFormer_V01--Statisch-mechanisch (J5) L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 14 TIME AT END OF THE LOAD STEP. . . . . . . . . . 14.000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 5 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 40 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 14898.391 TIME= 16:33:08 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 14898.656 TIME= 16:33:10 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 14898.656 TIME= 16:33:10 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 14898.656 TIME= 16:33:10 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 1.257 CRITERION= 7.709 MOMENT CONVERGENCE VALUE = 0.4570 CRITERION= 308.7 *** WARNING *** CP = 14946.891 TIME= 16:33:53 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 3.285 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1080 LINE SEARCH PARAMETER = 0.9553 SCALED MAX DOF INC = 0.1032 FORCE CONVERGENCE VALUE = 5.866 CRITERION= 7.900 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.227 CRITERION= 315.7 <<< CONVERGED *** WARNING *** CP = 15005.766 TIME= 16:34:20 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2749 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5941E-01 LINE SEARCH PARAMETER = 0.7367 SCALED MAX DOF INC = -0.4377E-01 FORCE CONVERGENCE VALUE = 3.001 CRITERION= 8.073 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7018 CRITERION= 322.5 <<< CONVERGED *** WARNING *** CP = 15065.938 TIME= 16:34:47 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1420 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2745E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2745E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 14 SUBSTEP 1 COMPLETED. CUM ITER = 215 *** TIME = 13.2000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 15107.844 TIME= 16:35:11 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 20.60 CRITERION= 7.830 MOMENT CONVERGENCE VALUE = 6.503 CRITERION= 310.8 *** WARNING *** CP = 15156.703 TIME= 16:35:46 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5998 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5319E-01 LINE SEARCH PARAMETER = 0.9247 SCALED MAX DOF INC = 0.4919E-01 FORCE CONVERGENCE VALUE = 3.596 CRITERION= 7.964 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8615 CRITERION= 316.9 <<< CONVERGED *** WARNING *** CP = 15214.891 TIME= 16:36:12 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1175 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3526E-01 LINE SEARCH PARAMETER = 0.7110 SCALED MAX DOF INC = -0.2507E-01 FORCE CONVERGENCE VALUE = 1.105 CRITERION= 8.132 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2824 CRITERION= 323.3 <<< CONVERGED *** WARNING *** CP = 15274.359 TIME= 16:36:42 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5737E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2743E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2743E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 14 SUBSTEP 2 COMPLETED. CUM ITER = 218 *** TIME = 13.4000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 15307.969 TIME= 16:36:54 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 17.95 CRITERION= 7.885 MOMENT CONVERGENCE VALUE = 7.003 CRITERION= 311.8 *** WARNING *** CP = 15355.406 TIME= 16:37:23 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4430 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4635E-01 LINE SEARCH PARAMETER = 0.9490 SCALED MAX DOF INC = -0.4398E-01 FORCE CONVERGENCE VALUE = 2.660 CRITERION= 8.038 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7987 CRITERION= 318.2 <<< CONVERGED *** WARNING *** CP = 15413.922 TIME= 16:37:51 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9421E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1390E-01 LINE SEARCH PARAMETER = 0.7768 SCALED MAX DOF INC = -0.1080E-01 FORCE CONVERGENCE VALUE = 0.8293 CRITERION= 8.218 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2723 CRITERION= 325.0 <<< CONVERGED *** WARNING *** CP = 15473.125 TIME= 16:38:22 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2867E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3787E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3787E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 14 SUBSTEP 3 COMPLETED. CUM ITER = 221 *** TIME = 13.7000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 15514.453 TIME= 16:38:40 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 20.28 CRITERION= 7.976 MOMENT CONVERGENCE VALUE = 4.876 CRITERION= 313.4 *** WARNING *** CP = 15562.438 TIME= 16:39:31 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6049 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4490E-01 LINE SEARCH PARAMETER = 0.9592 SCALED MAX DOF INC = 0.4306E-01 FORCE CONVERGENCE VALUE = 4.979 CRITERION= 8.121 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.851 CRITERION= 319.6 <<< CONVERGED *** WARNING *** CP = 15620.734 TIME= 16:40:00 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1756 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1367E-01 LINE SEARCH PARAMETER = 0.8125 SCALED MAX DOF INC = -0.1111E-01 FORCE CONVERGENCE VALUE = 3.277 CRITERION= 8.301 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6586 CRITERION= 326.5 <<< CONVERGED *** WARNING *** CP = 15679.969 TIME= 16:40:26 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5395E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1246E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1246E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 14 SUBSTEP 4 COMPLETED. CUM ITER = 224 *** TIME = 14.0000 TIME INC = 0.300000 **************************************************** *************** FINISHED SOLVE FOR LS 14 ************* **************************************************** ******************* SOLVE FOR LS 15 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1000 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM USE A MAXIMUM OF 40 EQUILIBRIUM ITERATIONS EACH SUBSTEP TIME= 15.000 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC NONLINEAR STABILIZATION CONTROL: KEY=OFF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 15723.969 TIME= 16:40:42 Material number 90 (used by element 45589 ) should normally have at least one MP or one TB type command associated with it. Output of energy by material may not be available. *** NOTE *** CP = 15724.406 TIME= 16:40:43 The step data was checked and warning messages were found. Please review output or errors file ( C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C\file.err ) for these warning messages. *** NOTE *** CP = 15724.406 TIME= 16:40:43 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. SOLCONTROL,ON uses sparse matrix direct solver 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 13.0SP2 ***** ANSYS Academic Research 00000000 VERSION=WINDOWS x64 16:40:44 JUL 13, 2012 CP= 15726.031 3DFormer_V01--Statisch-mechanisch (J5) L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 15 TIME AT END OF THE LOAD STEP. . . . . . . . . . 15.000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 5 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 40 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 15726.531 TIME= 16:40:44 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 15726.766 TIME= 16:40:44 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 15726.766 TIME= 16:40:44 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 15726.766 TIME= 16:40:44 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 0.8676 CRITERION= 7.972 MOMENT CONVERGENCE VALUE = 0.9337E-01 CRITERION= 313.5 *** WARNING *** CP = 15774.375 TIME= 16:41:22 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 3.278 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7599E-01 LINE SEARCH PARAMETER = 0.9677 SCALED MAX DOF INC = 0.7354E-01 FORCE CONVERGENCE VALUE = 7.679 CRITERION= 8.164 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.096 CRITERION= 320.6 <<< CONVERGED *** WARNING *** CP = 15843.047 TIME= 16:41:50 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1751 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1223E-01 LINE SEARCH PARAMETER = 0.7383 SCALED MAX DOF INC = -0.9029E-02 FORCE CONVERGENCE VALUE = 2.900 CRITERION= 8.339 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5970 CRITERION= 327.3 <<< CONVERGED *** WARNING *** CP = 15902.234 TIME= 16:42:25 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1149 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1849E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1849E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 15 SUBSTEP 1 COMPLETED. CUM ITER = 227 *** TIME = 14.2000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 15944.156 TIME= 16:42:40 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 18.99 CRITERION= 8.083 MOMENT CONVERGENCE VALUE = 5.513 CRITERION= 315.5 *** WARNING *** CP = 15992.672 TIME= 16:43:22 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6808 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6800E-01 LINE SEARCH PARAMETER = 0.8616 SCALED MAX DOF INC = -0.5859E-01 FORCE CONVERGENCE VALUE = 3.480 CRITERION= 8.228 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.9306 CRITERION= 321.5 <<< CONVERGED *** WARNING *** CP = 16052.094 TIME= 16:43:51 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1407 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2305E-01 LINE SEARCH PARAMETER = 0.7110 SCALED MAX DOF INC = 0.1638E-01 FORCE CONVERGENCE VALUE = 1.168 CRITERION= 8.402 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3005 CRITERION= 328.3 <<< CONVERGED *** WARNING *** CP = 16109.703 TIME= 16:44:17 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5974E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1328E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1328E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 15 SUBSTEP 2 COMPLETED. CUM ITER = 230 *** TIME = 14.4000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 16151.422 TIME= 16:44:33 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 21.61 CRITERION= 8.139 MOMENT CONVERGENCE VALUE = 7.991 CRITERION= 316.4 *** WARNING *** CP = 16200.641 TIME= 16:45:29 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6219 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4289E-01 LINE SEARCH PARAMETER = 0.9131 SCALED MAX DOF INC = 0.3917E-01 FORCE CONVERGENCE VALUE = 4.247 CRITERION= 8.292 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.9534 CRITERION= 322.8 <<< CONVERGED *** WARNING *** CP = 16258.609 TIME= 16:45:57 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1633 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3135E-01 LINE SEARCH PARAMETER = 0.7562 SCALED MAX DOF INC = -0.2371E-01 FORCE CONVERGENCE VALUE = 1.521 CRITERION= 8.478 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3262 CRITERION= 329.8 <<< CONVERGED *** WARNING *** CP = 16317.062 TIME= 16:46:22 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6712E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1887E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1887E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 15 SUBSTEP 3 COMPLETED. CUM ITER = 233 *** TIME = 14.7000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 16358.625 TIME= 16:46:38 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 19.11 CRITERION= 8.227 MOMENT CONVERGENCE VALUE = 8.007 CRITERION= 318.0 *** WARNING *** CP = 16474.625 TIME= 16:47:33 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7799 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6502E-01 LINE SEARCH PARAMETER = 0.9366 SCALED MAX DOF INC = 0.6089E-01 FORCE CONVERGENCE VALUE = 2.731 CRITERION= 8.372 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6381 CRITERION= 324.2 <<< CONVERGED *** WARNING *** CP = 16534.547 TIME= 16:48:00 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1450 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1929E-01 LINE SEARCH PARAMETER = 0.6859 SCALED MAX DOF INC = 0.1323E-01 FORCE CONVERGENCE VALUE = 1.411 CRITERION= 8.558 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3199 CRITERION= 331.2 <<< CONVERGED *** WARNING *** CP = 16593.203 TIME= 16:48:28 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9112E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1767E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1767E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 15 SUBSTEP 4 COMPLETED. CUM ITER = 236 *** TIME = 15.0000 TIME INC = 0.300000 **************************************************** *************** FINISHED SOLVE FOR LS 15 ************* **************************************************** ******************* SOLVE FOR LS 16 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1000 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM USE A MAXIMUM OF 40 EQUILIBRIUM ITERATIONS EACH SUBSTEP TIME= 16.000 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC NONLINEAR STABILIZATION CONTROL: KEY=OFF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 16643.797 TIME= 16:48:48 Material number 90 (used by element 45589 ) should normally have at least one MP or one TB type command associated with it. Output of energy by material may not be available. *** NOTE *** CP = 16644.359 TIME= 16:48:48 The step data was checked and warning messages were found. Please review output or errors file ( C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C\file.err ) for these warning messages. *** NOTE *** CP = 16644.359 TIME= 16:48:48 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. SOLCONTROL,ON uses sparse matrix direct solver 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 13.0SP2 ***** ANSYS Academic Research 00000000 VERSION=WINDOWS x64 16:48:49 JUL 13, 2012 CP= 16646.172 3DFormer_V01--Statisch-mechanisch (J5) L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 16 TIME AT END OF THE LOAD STEP. . . . . . . . . . 16.000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 5 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 40 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 16646.812 TIME= 16:48:50 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 16647.047 TIME= 16:48:50 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 16647.047 TIME= 16:48:50 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 16647.047 TIME= 16:48:50 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 1.109 CRITERION= 8.225 MOMENT CONVERGENCE VALUE = 0.9706E-01 CRITERION= 318.1 *** WARNING *** CP = 16694.359 TIME= 16:49:46 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 5.745 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9686E-01 LINE SEARCH PARAMETER = 0.9074 SCALED MAX DOF INC = 0.8789E-01 FORCE CONVERGENCE VALUE = 26.25 CRITERION= 8.430 MOMENT CONVERGENCE VALUE = 5.140 CRITERION= 325.7 <<< CONVERGED *** WARNING *** CP = 16752.672 TIME= 16:50:14 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5717 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5094E-01 LINE SEARCH PARAMETER = 0.9040 SCALED MAX DOF INC = -0.4605E-01 FORCE CONVERGENCE VALUE = 7.795 CRITERION= 8.631 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.164 CRITERION= 333.0 <<< CONVERGED *** WARNING *** CP = 16811.328 TIME= 16:50:41 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1726 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2143E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2143E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 16 SUBSTEP 1 COMPLETED. CUM ITER = 239 *** TIME = 15.2000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 16845.625 TIME= 16:50:54 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 43.57 CRITERION= 8.439 MOMENT CONVERGENCE VALUE = 6.335 CRITERION= 322.2 *** WARNING *** CP = 16893.219 TIME= 16:51:39 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8195 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5297E-01 LINE SEARCH PARAMETER = 0.9688 SCALED MAX DOF INC = 0.5132E-01 FORCE CONVERGENCE VALUE = 13.18 CRITERION= 8.566 MOMENT CONVERGENCE VALUE = 11.83 CRITERION= 327.6 <<< CONVERGED *** WARNING *** CP = 16951.688 TIME= 16:52:05 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2426 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4420E-01 LINE SEARCH PARAMETER = 0.8636 SCALED MAX DOF INC = 0.3817E-01 FORCE CONVERGENCE VALUE = 5.818 CRITERION= 8.764 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.664 CRITERION= 335.1 <<< CONVERGED *** WARNING *** CP = 17010.094 TIME= 16:52:32 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5891E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1179E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1179E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 16 SUBSTEP 2 COMPLETED. CUM ITER = 242 *** TIME = 15.4000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 17052.266 TIME= 16:52:47 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. 3 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 203.1 CRITERION= 8.546 MOMENT CONVERGENCE VALUE = 128.6 CRITERION= 323.5 *** WARNING *** CP = 17100.750 TIME= 16:53:18 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.930 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7763E-01 LINE SEARCH PARAMETER = 0.9663 SCALED MAX DOF INC = -0.7501E-01 FORCE CONVERGENCE VALUE = 63.45 CRITERION= 8.672 MOMENT CONVERGENCE VALUE = 31.37 CRITERION= 329.9 <<< CONVERGED *** WARNING *** CP = 17159.844 TIME= 16:53:46 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3875 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5786E-01 LINE SEARCH PARAMETER = 0.8829 SCALED MAX DOF INC = -0.5108E-01 FORCE CONVERGENCE VALUE = 17.17 CRITERION= 8.905 MOMENT CONVERGENCE VALUE = 1.292 CRITERION= 338.1 <<< CONVERGED *** WARNING *** CP = 17219.891 TIME= 16:54:14 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1554 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2240E-01 LINE SEARCH PARAMETER = 0.7417 SCALED MAX DOF INC = -0.1661E-01 FORCE CONVERGENCE VALUE = 5.552 CRITERION= 9.097 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5143 CRITERION= 344.8 <<< CONVERGED *** WARNING *** CP = 17278.234 TIME= 16:54:44 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5334E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1173E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1173E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 16 SUBSTEP 3 COMPLETED. CUM ITER = 246 *** TIME = 15.7000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 17320.656 TIME= 16:55:07 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 107.6 CRITERION= 8.692 MOMENT CONVERGENCE VALUE = 14.17 CRITERION= 326.5 *** WARNING *** CP = 17368.578 TIME= 16:55:45 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.491 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7403E-01 LINE SEARCH PARAMETER = 0.9830 SCALED MAX DOF INC = 0.7277E-01 FORCE CONVERGENCE VALUE = 8.587 CRITERION= 8.819 <<< CONVERGED MOMENT CONVERGENCE VALUE = 3.120 CRITERION= 332.5 <<< CONVERGED *** WARNING *** CP = 17426.469 TIME= 16:56:10 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3100 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2375E-01 LINE SEARCH PARAMETER = 0.8654 SCALED MAX DOF INC = -0.2056E-01 FORCE CONVERGENCE VALUE = 10.46 CRITERION= 9.049 MOMENT CONVERGENCE VALUE = 2.082 CRITERION= 340.5 <<< CONVERGED *** WARNING *** CP = 17484.812 TIME= 16:56:39 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1395 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2327E-01 LINE SEARCH PARAMETER = 0.7195 SCALED MAX DOF INC = 0.1674E-01 FORCE CONVERGENCE VALUE = 3.805 CRITERION= 9.235 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6151 CRITERION= 347.3 <<< CONVERGED *** WARNING *** CP = 17544.078 TIME= 16:57:05 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6628E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1546E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1546E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 16 SUBSTEP 4 COMPLETED. CUM ITER = 250 *** TIME = 16.0000 TIME INC = 0.300000 **************************************************** *************** FINISHED SOLVE FOR LS 16 ************* **************************************************** ******************* SOLVE FOR LS 17 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1000 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM USE A MAXIMUM OF 40 EQUILIBRIUM ITERATIONS EACH SUBSTEP TIME= 17.000 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC NONLINEAR STABILIZATION CONTROL: KEY=OFF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 17586.250 TIME= 16:57:21 Material number 90 (used by element 45589 ) should normally have at least one MP or one TB type command associated with it. Output of energy by material may not be available. *** NOTE *** CP = 17586.719 TIME= 16:57:21 The step data was checked and warning messages were found. Please review output or errors file ( C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C\file.err ) for these warning messages. *** NOTE *** CP = 17586.719 TIME= 16:57:22 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. SOLCONTROL,ON uses sparse matrix direct solver 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 13.0SP2 ***** ANSYS Academic Research 00000000 VERSION=WINDOWS x64 16:57:22 JUL 13, 2012 CP= 17588.578 3DFormer_V01--Statisch-mechanisch (J5) L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 17 TIME AT END OF THE LOAD STEP. . . . . . . . . . 17.000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 5 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 40 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 17589.062 TIME= 16:57:23 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 17589.281 TIME= 16:57:23 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 17589.281 TIME= 16:57:23 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 17589.281 TIME= 16:57:23 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 1.825 CRITERION= 8.682 MOMENT CONVERGENCE VALUE = 0.1986 CRITERION= 326.6 *** WARNING *** CP = 17638.078 TIME= 16:58:04 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 6.200 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1329 LINE SEARCH PARAMETER = 0.9712 SCALED MAX DOF INC = 0.1291 FORCE CONVERGENCE VALUE = 30.82 CRITERION= 8.891 MOMENT CONVERGENCE VALUE = 6.844 CRITERION= 334.2 <<< CONVERGED *** WARNING *** CP = 17697.219 TIME= 16:58:31 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3349 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4063E-01 LINE SEARCH PARAMETER = 0.7499 SCALED MAX DOF INC = 0.3047E-01 FORCE CONVERGENCE VALUE = 11.14 CRITERION= 9.096 MOMENT CONVERGENCE VALUE = 2.485 CRITERION= 341.6 <<< CONVERGED *** WARNING *** CP = 17754.750 TIME= 16:59:01 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2283 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2661E-01 LINE SEARCH PARAMETER = 0.5832 SCALED MAX DOF INC = -0.1552E-01 FORCE CONVERGENCE VALUE = 6.270 CRITERION= 9.314 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.162 CRITERION= 348.9 <<< CONVERGED *** WARNING *** CP = 17820.781 TIME= 16:59:30 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1175 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1344E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1344E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 17 SUBSTEP 1 COMPLETED. CUM ITER = 254 *** TIME = 16.2000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 17862.719 TIME= 16:59:45 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 59.33 CRITERION= 8.877 MOMENT CONVERGENCE VALUE = 20.34 CRITERION= 329.8 *** WARNING *** CP = 17910.547 TIME= 17:00:49 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8913 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5274E-01 LINE SEARCH PARAMETER = 0.9204 SCALED MAX DOF INC = 0.4854E-01 FORCE CONVERGENCE VALUE = 10.47 CRITERION= 9.007 MOMENT CONVERGENCE VALUE = 2.354 CRITERION= 336.0 <<< CONVERGED *** WARNING *** CP = 17968.641 TIME= 17:01:16 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2085 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3102E-01 LINE SEARCH PARAMETER = 0.5210 SCALED MAX DOF INC = -0.1617E-01 FORCE CONVERGENCE VALUE = 5.523 CRITERION= 9.209 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.322 CRITERION= 343.1 <<< CONVERGED *** WARNING *** CP = 18035.688 TIME= 17:01:45 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1289 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2009E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2009E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 17 SUBSTEP 2 COMPLETED. CUM ITER = 257 *** TIME = 16.4000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 18077.297 TIME= 17:02:01 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 82.96 CRITERION= 8.991 MOMENT CONVERGENCE VALUE = 24.01 CRITERION= 332.3 *** WARNING *** CP = 18125.328 TIME= 17:02:45 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.153 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1352 LINE SEARCH PARAMETER = 0.9135 SCALED MAX DOF INC = -0.1235 FORCE CONVERGENCE VALUE = 18.01 CRITERION= 9.120 MOMENT CONVERGENCE VALUE = 2.279 CRITERION= 337.8 <<< CONVERGED *** WARNING *** CP = 18182.953 TIME= 17:03:11 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4302 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6487E-01 LINE SEARCH PARAMETER = 0.6874 SCALED MAX DOF INC = -0.4459E-01 FORCE CONVERGENCE VALUE = 12.27 CRITERION= 9.351 MOMENT CONVERGENCE VALUE = 2.085 CRITERION= 346.0 <<< CONVERGED *** WARNING *** CP = 18240.547 TIME= 17:03:42 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2323 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1078 LINE SEARCH PARAMETER = 0.8153 SCALED MAX DOF INC = 0.8792E-01 FORCE CONVERGENCE VALUE = 5.537 CRITERION= 9.562 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.108 CRITERION= 353.2 <<< CONVERGED *** WARNING *** CP = 18298.641 TIME= 17:04:14 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1545 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4105E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4105E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 17 SUBSTEP 3 COMPLETED. CUM ITER = 261 *** TIME = 16.7000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 18340.141 TIME= 17:04:36 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 55.94 CRITERION= 9.122 MOMENT CONVERGENCE VALUE = 13.05 CRITERION= 333.8 *** WARNING *** CP = 18387.656 TIME= 17:05:28 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.019 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1708 LINE SEARCH PARAMETER = 0.8838 SCALED MAX DOF INC = -0.1509 FORCE CONVERGENCE VALUE = 25.18 CRITERION= 9.234 MOMENT CONVERGENCE VALUE = 7.985 CRITERION= 340.1 <<< CONVERGED *** WARNING *** CP = 18446.266 TIME= 17:05:55 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3279 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5881E-01 LINE SEARCH PARAMETER = 0.5969 SCALED MAX DOF INC = 0.3510E-01 FORCE CONVERGENCE VALUE = 11.55 CRITERION= 9.459 MOMENT CONVERGENCE VALUE = 3.321 CRITERION= 347.9 <<< CONVERGED *** WARNING *** CP = 18511.047 TIME= 17:06:25 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1990 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3722E-01 LINE SEARCH PARAMETER = 0.5436 SCALED MAX DOF INC = -0.2023E-01 FORCE CONVERGENCE VALUE = 6.063 CRITERION= 9.673 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.488 CRITERION= 355.3 <<< CONVERGED *** WARNING *** CP = 18577.750 TIME= 17:06:56 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1194 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1928E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1928E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 17 SUBSTEP 4 COMPLETED. CUM ITER = 265 *** TIME = 17.0000 TIME INC = 0.300000 **************************************************** *************** FINISHED SOLVE FOR LS 17 ************* **************************************************** ******************* SOLVE FOR LS 18 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1000 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM USE A MAXIMUM OF 40 EQUILIBRIUM ITERATIONS EACH SUBSTEP TIME= 18.000 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC NONLINEAR STABILIZATION CONTROL: KEY=OFF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 18620.703 TIME= 17:07:12 Material number 90 (used by element 45589 ) should normally have at least one MP or one TB type command associated with it. Output of energy by material may not be available. *** NOTE *** CP = 18621.031 TIME= 17:07:12 The step data was checked and warning messages were found. Please review output or errors file ( C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C\file.err ) for these warning messages. *** NOTE *** CP = 18621.031 TIME= 17:07:12 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. SOLCONTROL,ON uses sparse matrix direct solver 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 13.0SP2 ***** ANSYS Academic Research 00000000 VERSION=WINDOWS x64 17:07:14 JUL 13, 2012 CP= 18622.828 3DFormer_V01--Statisch-mechanisch (J5) L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 18 TIME AT END OF THE LOAD STEP. . . . . . . . . . 18.000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 5 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 40 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 18623.359 TIME= 17:07:28 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 18623.594 TIME= 17:07:28 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 18623.594 TIME= 17:07:28 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 18623.594 TIME= 17:07:28 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 2.476 CRITERION= 9.116 MOMENT CONVERGENCE VALUE = 0.2922 CRITERION= 334.3 *** WARNING *** CP = 18672.062 TIME= 17:08:03 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 6.091 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1273 LINE SEARCH PARAMETER = 0.9497 SCALED MAX DOF INC = 0.1209 FORCE CONVERGENCE VALUE = 40.93 CRITERION= 9.309 MOMENT CONVERGENCE VALUE = 11.98 CRITERION= 341.6 <<< CONVERGED *** WARNING *** CP = 18730.828 TIME= 17:08:31 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4969 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4611E-01 LINE SEARCH PARAMETER = 0.7543 SCALED MAX DOF INC = -0.3478E-01 FORCE CONVERGENCE VALUE = 14.46 CRITERION= 9.530 MOMENT CONVERGENCE VALUE = 3.699 CRITERION= 349.4 <<< CONVERGED *** WARNING *** CP = 18790.766 TIME= 17:09:01 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2583 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3543E-01 LINE SEARCH PARAMETER = 0.6498 SCALED MAX DOF INC = 0.2302E-01 FORCE CONVERGENCE VALUE = 7.164 CRITERION= 9.765 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.183 CRITERION= 357.0 <<< CONVERGED *** WARNING *** CP = 18856.609 TIME= 17:09:35 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1491 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2150E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2150E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 18 SUBSTEP 1 COMPLETED. CUM ITER = 269 *** TIME = 17.2000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 18898.625 TIME= 17:09:57 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. 1 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 71.60 CRITERION= 9.292 MOMENT CONVERGENCE VALUE = 36.87 CRITERION= 337.2 *** WARNING *** CP = 18946.516 TIME= 17:10:49 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.029 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5850E-01 LINE SEARCH PARAMETER = 0.9115 SCALED MAX DOF INC = -0.5332E-01 FORCE CONVERGENCE VALUE = 17.25 CRITERION= 9.418 MOMENT CONVERGENCE VALUE = 6.137 CRITERION= 343.2 <<< CONVERGED *** WARNING *** CP = 19004.672 TIME= 17:11:20 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2844 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4245E-01 LINE SEARCH PARAMETER = 0.5943 SCALED MAX DOF INC = 0.2523E-01 FORCE CONVERGENCE VALUE = 8.499 CRITERION= 9.639 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.691 CRITERION= 350.9 <<< CONVERGED *** WARNING *** CP = 19070.375 TIME= 17:11:51 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1424 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2287E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2287E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 18 SUBSTEP 2 COMPLETED. CUM ITER = 272 *** TIME = 17.4000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 19112.219 TIME= 17:12:06 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. 1 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 181.9 CRITERION= 9.393 MOMENT CONVERGENCE VALUE = 100.6 CRITERION= 339.0 *** WARNING *** CP = 19158.984 TIME= 17:12:33 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.195 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1947 LINE SEARCH PARAMETER = 0.8396 SCALED MAX DOF INC = 0.1635 1 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 72.88 CRITERION= 9.511 MOMENT CONVERGENCE VALUE = 42.67 CRITERION= 345.1 <<< CONVERGED *** WARNING *** CP = 19216.344 TIME= 17:13:01 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2850 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4076E-01 LINE SEARCH PARAMETER = 0.6878 SCALED MAX DOF INC = 0.2804E-01 FORCE CONVERGENCE VALUE = 23.53 CRITERION= 9.748 MOMENT CONVERGENCE VALUE = 13.53 CRITERION= 353.3 <<< CONVERGED *** WARNING *** CP = 19274.734 TIME= 17:13:31 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1990 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2654E-01 LINE SEARCH PARAMETER = 0.4659 SCALED MAX DOF INC = 0.1236E-01 FORCE CONVERGENCE VALUE = 13.44 CRITERION= 9.962 MOMENT CONVERGENCE VALUE = 7.409 CRITERION= 360.7 <<< CONVERGED *** WARNING *** CP = 19339.344 TIME= 17:14:00 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1157 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2830E-01 LINE SEARCH PARAMETER = 0.2532 SCALED MAX DOF INC = -0.7165E-02 FORCE CONVERGENCE VALUE = 10.08 CRITERION= 10.17 <<< CONVERGED MOMENT CONVERGENCE VALUE = 5.531 CRITERION= 368.0 <<< CONVERGED *** WARNING *** CP = 19405.844 TIME= 17:14:38 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6126E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1035E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1035E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 18 SUBSTEP 3 COMPLETED. CUM ITER = 277 *** TIME = 17.7000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 19447.703 TIME= 17:14:56 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 59.24 CRITERION= 9.493 MOMENT CONVERGENCE VALUE = 18.40 CRITERION= 340.8 *** WARNING *** CP = 19495.562 TIME= 17:15:51 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8727 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1251 LINE SEARCH PARAMETER = 0.8934 SCALED MAX DOF INC = -0.1118 FORCE CONVERGENCE VALUE = 12.82 CRITERION= 9.626 MOMENT CONVERGENCE VALUE = 4.078 CRITERION= 347.1 <<< CONVERGED *** WARNING *** CP = 19553.703 TIME= 17:16:17 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2549 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2900E-01 LINE SEARCH PARAMETER = 0.6248 SCALED MAX DOF INC = -0.1812E-01 FORCE CONVERGENCE VALUE = 6.908 CRITERION= 9.869 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.134 CRITERION= 355.2 <<< CONVERGED *** WARNING *** CP = 19620.531 TIME= 17:16:51 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2406 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2969E-01 LINE SEARCH PARAMETER = 0.4108 SCALED MAX DOF INC = 0.1220E-01 FORCE CONVERGENCE VALUE = 5.060 CRITERION= 10.08 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.309 CRITERION= 362.6 <<< CONVERGED *** WARNING *** CP = 19686.906 TIME= 17:17:21 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1291 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1774E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1774E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 18 SUBSTEP 4 COMPLETED. CUM ITER = 281 *** TIME = 18.0000 TIME INC = 0.300000 **************************************************** *************** FINISHED SOLVE FOR LS 18 ************* **************************************************** ******************* SOLVE FOR LS 19 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1000 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM USE A MAXIMUM OF 40 EQUILIBRIUM ITERATIONS EACH SUBSTEP TIME= 19.000 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC NONLINEAR STABILIZATION CONTROL: KEY=OFF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 19730.094 TIME= 17:17:37 Material number 90 (used by element 45589 ) should normally have at least one MP or one TB type command associated with it. Output of energy by material may not be available. *** NOTE *** CP = 19730.422 TIME= 17:17:37 The step data was checked and warning messages were found. Please review output or errors file ( C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C\file.err ) for these warning messages. *** NOTE *** CP = 19730.422 TIME= 17:17:37 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. SOLCONTROL,ON uses sparse matrix direct solver 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 13.0SP2 ***** ANSYS Academic Research 00000000 VERSION=WINDOWS x64 17:17:38 JUL 13, 2012 CP= 19732.062 3DFormer_V01--Statisch-mechanisch (J5) L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 19 TIME AT END OF THE LOAD STEP. . . . . . . . . . 19.000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 5 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 40 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 19732.672 TIME= 17:17:53 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 19732.906 TIME= 17:17:53 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 19732.906 TIME= 17:17:53 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 19732.906 TIME= 17:17:53 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 2.241 CRITERION= 9.503 MOMENT CONVERGENCE VALUE = 0.3616 CRITERION= 341.3 *** WARNING *** CP = 19781.688 TIME= 17:18:39 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 8.447 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1435 LINE SEARCH PARAMETER = 0.9228 SCALED MAX DOF INC = 0.1324 FORCE CONVERGENCE VALUE = 61.72 CRITERION= 9.681 MOMENT CONVERGENCE VALUE = 12.70 CRITERION= 348.4 <<< CONVERGED *** WARNING *** CP = 19839.781 TIME= 17:19:05 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6862 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5387E-01 LINE SEARCH PARAMETER = 0.7056 SCALED MAX DOF INC = 0.3801E-01 FORCE CONVERGENCE VALUE = 18.70 CRITERION= 9.912 MOMENT CONVERGENCE VALUE = 3.850 CRITERION= 356.6 <<< CONVERGED *** WARNING *** CP = 19906.000 TIME= 17:19:36 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2531 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1882E-01 LINE SEARCH PARAMETER = 0.4855 SCALED MAX DOF INC = 0.9137E-02 FORCE CONVERGENCE VALUE = 10.31 CRITERION= 10.16 MOMENT CONVERGENCE VALUE = 2.143 CRITERION= 364.6 <<< CONVERGED *** WARNING *** CP = 19972.172 TIME= 17:20:05 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2499 CRITERION= 0.2215 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5227E-01 LINE SEARCH PARAMETER = 0.3105 SCALED MAX DOF INC = -0.1623E-01 FORCE CONVERGENCE VALUE = 7.596 CRITERION= 10.39 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.563 CRITERION= 372.2 <<< CONVERGED *** WARNING *** CP = 20037.359 TIME= 17:20:37 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1710 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2575E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2575E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 19 SUBSTEP 1 COMPLETED. CUM ITER = 286 *** TIME = 18.2000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 20071.078 TIME= 17:20:49 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. 1 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 70.40 CRITERION= 9.730 MOMENT CONVERGENCE VALUE = 17.38 CRITERION= 344.8 *** WARNING *** CP = 20119.094 TIME= 17:21:33 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4630 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8744E-01 LINE SEARCH PARAMETER = 0.6734 SCALED MAX DOF INC = -0.5888E-01 FORCE CONVERGENCE VALUE = 28.83 CRITERION= 9.865 MOMENT CONVERGENCE VALUE = 6.205 CRITERION= 351.2 <<< CONVERGED *** WARNING *** CP = 20177.219 TIME= 17:22:01 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2643 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4088E-01 LINE SEARCH PARAMETER = 0.7917 SCALED MAX DOF INC = 0.3237E-01 FORCE CONVERGENCE VALUE = 8.886 CRITERION= 10.12 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.412 CRITERION= 359.5 <<< CONVERGED *** WARNING *** CP = 20236.203 TIME= 17:22:29 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1663 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2593E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2593E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 19 SUBSTEP 2 COMPLETED. CUM ITER = 289 *** TIME = 18.4000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 20277.578 TIME= 17:22:50 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. 2 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 140.3 CRITERION= 9.900 MOMENT CONVERGENCE VALUE = 45.72 CRITERION= 346.8 *** WARNING *** CP = 20325.297 TIME= 17:23:32 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.371 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1446 LINE SEARCH PARAMETER = 0.9839 SCALED MAX DOF INC = 0.1422 1 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 58.67 CRITERION= 9.935 MOMENT CONVERGENCE VALUE = 21.15 CRITERION= 352.5 <<< CONVERGED *** WARNING *** CP = 20383.688 TIME= 17:23:59 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3243 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4693E-01 LINE SEARCH PARAMETER = 0.7884 SCALED MAX DOF INC = -0.3700E-01 FORCE CONVERGENCE VALUE = 18.07 CRITERION= 10.25 MOMENT CONVERGENCE VALUE = 5.544 CRITERION= 362.4 <<< CONVERGED *** WARNING *** CP = 20449.609 TIME= 17:24:30 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3217 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4503E-01 LINE SEARCH PARAMETER = 0.6907 SCALED MAX DOF INC = 0.3110E-01 FORCE CONVERGENCE VALUE = 11.55 CRITERION= 10.48 MOMENT CONVERGENCE VALUE = 2.741 CRITERION= 369.8 <<< CONVERGED *** WARNING *** CP = 20507.562 TIME= 17:24:56 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2014 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5103E-01 LINE SEARCH PARAMETER = 0.6484 SCALED MAX DOF INC = -0.3309E-01 FORCE CONVERGENCE VALUE = 4.636 CRITERION= 10.70 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8817 CRITERION= 377.1 <<< CONVERGED *** WARNING *** CP = 20575.000 TIME= 17:25:27 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1245 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2850E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2850E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 19 SUBSTEP 3 COMPLETED. CUM ITER = 294 *** TIME = 18.7000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 20617.266 TIME= 17:25:45 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. 2 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 153.2 CRITERION= 10.01 MOMENT CONVERGENCE VALUE = 60.55 CRITERION= 349.1 *** WARNING *** CP = 20664.688 TIME= 17:26:28 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8839 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1163 LINE SEARCH PARAMETER = 0.8042 SCALED MAX DOF INC = 0.9353E-01 FORCE CONVERGENCE VALUE = 46.07 CRITERION= 10.11 MOMENT CONVERGENCE VALUE = 9.902 CRITERION= 355.6 <<< CONVERGED *** WARNING *** CP = 20722.797 TIME= 17:26:55 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3300 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9455E-01 LINE SEARCH PARAMETER = 0.5890E-01 SCALED MAX DOF INC = 0.5568E-02 FORCE CONVERGENCE VALUE = 43.30 CRITERION= 10.32 MOMENT CONVERGENCE VALUE = 9.549 CRITERION= 363.0 <<< CONVERGED *** WARNING *** CP = 20787.359 TIME= 17:27:25 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4088 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3976E-01 LINE SEARCH PARAMETER = 0.5543 SCALED MAX DOF INC = -0.2204E-01 FORCE CONVERGENCE VALUE = 24.16 CRITERION= 10.60 MOMENT CONVERGENCE VALUE = 5.353 CRITERION= 371.8 <<< CONVERGED *** WARNING *** CP = 20855.531 TIME= 17:27:55 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3320 CRITERION= 0.2215 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3517E-01 LINE SEARCH PARAMETER = 0.3565 SCALED MAX DOF INC = -0.1254E-01 FORCE CONVERGENCE VALUE = 16.93 CRITERION= 10.83 MOMENT CONVERGENCE VALUE = 3.437 CRITERION= 379.7 <<< CONVERGED *** WARNING *** CP = 20922.062 TIME= 17:28:27 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1448 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2737E-01 LINE SEARCH PARAMETER = 0.2706 SCALED MAX DOF INC = 0.7407E-02 FORCE CONVERGENCE VALUE = 12.54 CRITERION= 11.06 MOMENT CONVERGENCE VALUE = 2.481 CRITERION= 387.5 <<< CONVERGED *** WARNING *** CP = 20987.719 TIME= 17:28:56 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2346 CRITERION= 0.2215 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3968E-01 LINE SEARCH PARAMETER = 0.3480 SCALED MAX DOF INC = -0.1381E-01 FORCE CONVERGENCE VALUE = 8.801 CRITERION= 11.29 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.571 CRITERION= 395.5 <<< CONVERGED *** WARNING *** CP = 21053.453 TIME= 17:29:26 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1582 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3029E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3029E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7 *** LOAD STEP 19 SUBSTEP 4 COMPLETED. CUM ITER = 301 *** TIME = 19.0000 TIME INC = 0.300000 **************************************************** *************** FINISHED SOLVE FOR LS 19 ************* **************************************************** ******************* SOLVE FOR LS 20 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1000 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM USE A MAXIMUM OF 40 EQUILIBRIUM ITERATIONS EACH SUBSTEP TIME= 20.000 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC NONLINEAR STABILIZATION CONTROL: KEY=OFF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 21095.703 TIME= 17:29:42 Material number 90 (used by element 45589 ) should normally have at least one MP or one TB type command associated with it. Output of energy by material may not be available. *** NOTE *** CP = 21096.172 TIME= 17:29:43 The step data was checked and warning messages were found. Please review output or errors file ( C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C\file.err ) for these warning messages. *** NOTE *** CP = 21096.172 TIME= 17:29:43 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. SOLCONTROL,ON uses sparse matrix direct solver 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 13.0SP2 ***** ANSYS Academic Research 00000000 VERSION=WINDOWS x64 17:29:44 JUL 13, 2012 CP= 21097.656 3DFormer_V01--Statisch-mechanisch (J5) L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 20 TIME AT END OF THE LOAD STEP. . . . . . . . . . 20.000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 5 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 40 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 21098.141 TIME= 17:29:44 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 21098.375 TIME= 17:29:45 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 21098.391 TIME= 17:29:45 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 21098.391 TIME= 17:29:45 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 4.604 CRITERION= 10.02 MOMENT CONVERGENCE VALUE = 1.403 CRITERION= 350.2 *** WARNING *** CP = 21146.672 TIME= 17:30:36 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 3.989 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1098 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1098 FORCE CONVERGENCE VALUE = 18.75 CRITERION= 10.21 MOMENT CONVERGENCE VALUE = 8.426 CRITERION= 357.2 <<< CONVERGED *** WARNING *** CP = 21204.078 TIME= 17:31:03 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1954 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3894E-01 LINE SEARCH PARAMETER = 0.7422 SCALED MAX DOF INC = 0.2890E-01 FORCE CONVERGENCE VALUE = 5.075 CRITERION= 10.43 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.218 CRITERION= 364.8 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 20 SUBSTEP 1 COMPLETED. CUM ITER = 303 *** TIME = 19.2000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 21238.672 TIME= 17:31:17 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. 1 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 49.87 CRITERION= 10.02 MOMENT CONVERGENCE VALUE = 23.76 CRITERION= 350.2 *** WARNING *** CP = 21286.250 TIME= 17:32:14 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.822 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8100E-01 LINE SEARCH PARAMETER = 0.6403 SCALED MAX DOF INC = -0.5187E-01 FORCE CONVERGENCE VALUE = 26.38 CRITERION= 10.24 MOMENT CONVERGENCE VALUE = 9.266 CRITERION= 358.0 <<< CONVERGED *** WARNING *** CP = 21354.406 TIME= 17:32:43 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6867 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5693E-01 LINE SEARCH PARAMETER = 0.9899 SCALED MAX DOF INC = 0.5635E-01 FORCE CONVERGENCE VALUE = 2.891 CRITERION= 10.49 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8506 CRITERION= 366.1 <<< CONVERGED *** WARNING *** CP = 21413.094 TIME= 17:33:13 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1134 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3681E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3681E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 20 SUBSTEP 2 COMPLETED. CUM ITER = 306 *** TIME = 19.4000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 21455.625 TIME= 17:33:29 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 14.14 CRITERION= 10.18 MOMENT CONVERGENCE VALUE = 4.851 CRITERION= 352.4 *** WARNING *** CP = 21503.344 TIME= 17:34:03 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4794 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6555E-01 LINE SEARCH PARAMETER = 0.8433 SCALED MAX DOF INC = 0.5528E-01 FORCE CONVERGENCE VALUE = 10.75 CRITERION= 10.30 MOMENT CONVERGENCE VALUE = 3.075 CRITERION= 358.4 <<< CONVERGED *** WARNING *** CP = 21562.250 TIME= 17:34:33 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1231 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4942E-01 LINE SEARCH PARAMETER = 0.9503 SCALED MAX DOF INC = -0.4697E-01 FORCE CONVERGENCE VALUE = 1.471 CRITERION= 10.54 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8450 CRITERION= 366.8 <<< CONVERGED *** WARNING *** CP = 21620.375 TIME= 17:35:08 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1328 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3767E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3767E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 20 SUBSTEP 3 COMPLETED. CUM ITER = 309 *** TIME = 19.7000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 21680.016 TIME= 17:35:37 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 23.66 CRITERION= 10.19 MOMENT CONVERGENCE VALUE = 8.685 CRITERION= 352.8 *** WARNING *** CP = 21728.422 TIME= 17:36:23 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4243 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1005 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1005 FORCE CONVERGENCE VALUE = 8.752 CRITERION= 10.34 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.051 CRITERION= 359.4 <<< CONVERGED *** WARNING *** CP = 21788.062 TIME= 17:36:51 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1797 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4484E-01 LINE SEARCH PARAMETER = 0.6824 SCALED MAX DOF INC = -0.3060E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 20 SUBSTEP 4 COMPLETED. CUM ITER = 311 *** TIME = 20.0000 TIME INC = 0.300000 **************************************************** *************** FINISHED SOLVE FOR LS 20 ************* **************************************************** ******************* SOLVE FOR LS 21 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1000 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM USE A MAXIMUM OF 40 EQUILIBRIUM ITERATIONS EACH SUBSTEP TIME= 21.000 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC NONLINEAR STABILIZATION CONTROL: KEY=OFF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 21823.984 TIME= 17:37:06 Material number 90 (used by element 45589 ) should normally have at least one MP or one TB type command associated with it. Output of energy by material may not be available. *** NOTE *** CP = 21824.594 TIME= 17:37:06 The step data was checked and warning messages were found. Please review output or errors file ( C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C\file.err ) for these warning messages. *** NOTE *** CP = 21824.594 TIME= 17:37:06 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. SOLCONTROL,ON uses sparse matrix direct solver 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 13.0SP2 ***** ANSYS Academic Research 00000000 VERSION=WINDOWS x64 17:37:07 JUL 13, 2012 CP= 21825.906 3DFormer_V01--Statisch-mechanisch (J5) L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 21 TIME AT END OF THE LOAD STEP. . . . . . . . . . 21.000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 5 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 40 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 21826.375 TIME= 17:37:22 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 21826.625 TIME= 17:37:22 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 21826.625 TIME= 17:37:22 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 21826.625 TIME= 17:37:22 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 3.600 CRITERION= 10.17 MOMENT CONVERGENCE VALUE = 1.194 CRITERION= 353.0 *** WARNING *** CP = 21873.594 TIME= 17:37:51 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 3.364 CRITERION= 0.2300 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6739E-01 LINE SEARCH PARAMETER = 0.9520 SCALED MAX DOF INC = 0.6415E-01 FORCE CONVERGENCE VALUE = 5.643 CRITERION= 10.38 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.049 CRITERION= 360.3 <<< CONVERGED *** WARNING *** CP = 21933.859 TIME= 17:38:19 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3174 CRITERION= 0.2300 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1036 LINE SEARCH PARAMETER = 0.8798 SCALED MAX DOF INC = -0.9110E-01 FORCE CONVERGENCE VALUE = 2.341 CRITERION= 10.60 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.044 CRITERION= 367.8 <<< CONVERGED *** WARNING *** CP = 21992.047 TIME= 17:38:48 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1305 CRITERION= 0.2300 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3360E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3360E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 21 SUBSTEP 1 COMPLETED. CUM ITER = 314 *** TIME = 20.2000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 22026.609 TIME= 17:39:10 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 12.47 CRITERION= 10.25 MOMENT CONVERGENCE VALUE = 6.225 CRITERION= 354.2 *** WARNING *** CP = 22074.750 TIME= 17:40:02 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8286 CRITERION= 0.2300 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1245 LINE SEARCH PARAMETER = 0.9007 SCALED MAX DOF INC = 0.1122 FORCE CONVERGENCE VALUE = 5.439 CRITERION= 10.42 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.392 CRITERION= 361.0 <<< CONVERGED *** WARNING *** CP = 22133.594 TIME= 17:40:30 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2047 CRITERION= 0.2300 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4645E-01 LINE SEARCH PARAMETER = 0.6893 SCALED MAX DOF INC = 0.3202E-01 FORCE CONVERGENCE VALUE = 1.964 CRITERION= 10.65 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6186 CRITERION= 368.7 <<< CONVERGED *** WARNING *** CP = 22191.406 TIME= 17:40:57 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9075E-01 CRITERION= 0.2300 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2635E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2635E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 21 SUBSTEP 2 COMPLETED. CUM ITER = 317 *** TIME = 20.4000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 22226.516 TIME= 17:41:10 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 20.42 CRITERION= 10.29 MOMENT CONVERGENCE VALUE = 9.413 CRITERION= 354.5 *** WARNING *** CP = 22274.172 TIME= 17:41:36 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3803 CRITERION= 0.2300 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1510 LINE SEARCH PARAMETER = 0.9576 SCALED MAX DOF INC = -0.1446 FORCE CONVERGENCE VALUE = 4.287 CRITERION= 10.45 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.453 CRITERION= 361.4 <<< CONVERGED *** WARNING *** CP = 22331.656 TIME= 17:42:06 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1842 CRITERION= 0.2300 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4560E-01 LINE SEARCH PARAMETER = 0.7180 SCALED MAX DOF INC = 0.3274E-01 FORCE CONVERGENCE VALUE = 1.884 CRITERION= 10.70 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.124 CRITERION= 369.5 <<< CONVERGED *** WARNING *** CP = 22398.312 TIME= 17:42:36 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1508 CRITERION= 0.2300 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2485E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2485E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 21 SUBSTEP 3 COMPLETED. CUM ITER = 320 *** TIME = 20.7000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 22431.812 TIME= 17:43:00 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 40.21 CRITERION= 10.35 MOMENT CONVERGENCE VALUE = 22.18 CRITERION= 355.6 *** WARNING *** CP = 22480.688 TIME= 17:43:50 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4002 CRITERION= 0.2300 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4176E-01 LINE SEARCH PARAMETER = 0.8128 SCALED MAX DOF INC = 0.3395E-01 FORCE CONVERGENCE VALUE = 16.96 CRITERION= 10.50 MOMENT CONVERGENCE VALUE = 7.863 CRITERION= 362.3 <<< CONVERGED *** WARNING *** CP = 22538.578 TIME= 17:44:17 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1022 CRITERION= 0.2300 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2522E-01 LINE SEARCH PARAMETER = 0.8183 SCALED MAX DOF INC = -0.2064E-01 FORCE CONVERGENCE VALUE = 3.556 CRITERION= 10.75 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.684 CRITERION= 370.5 <<< CONVERGED *** WARNING *** CP = 22603.797 TIME= 17:44:47 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1540 CRITERION= 0.2300 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6148E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6148E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 21 SUBSTEP 4 COMPLETED. CUM ITER = 323 *** TIME = 21.0000 TIME INC = 0.300000 **************************************************** *************** FINISHED SOLVE FOR LS 21 ************* **************************************************** ******************* SOLVE FOR LS 22 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1000 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM USE A MAXIMUM OF 40 EQUILIBRIUM ITERATIONS EACH SUBSTEP TIME= 22.000 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC NONLINEAR STABILIZATION CONTROL: KEY=OFF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 22647.172 TIME= 17:45:03 Material number 90 (used by element 45589 ) should normally have at least one MP or one TB type command associated with it. Output of energy by material may not be available. *** NOTE *** CP = 22647.891 TIME= 17:45:04 The step data was checked and warning messages were found. Please review output or errors file ( C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C\file.err ) for these warning messages. *** NOTE *** CP = 22647.891 TIME= 17:45:04 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. SOLCONTROL,ON uses sparse matrix direct solver 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 13.0SP2 ***** ANSYS Academic Research 00000000 VERSION=WINDOWS x64 17:45:05 JUL 13, 2012 CP= 22649.734 3DFormer_V01--Statisch-mechanisch (J5) L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 22 TIME AT END OF THE LOAD STEP. . . . . . . . . . 22.000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 5 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 40 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 22650.234 TIME= 17:45:05 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 22650.469 TIME= 17:45:06 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 22650.469 TIME= 17:45:06 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 22650.469 TIME= 17:45:06 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 4.731 CRITERION= 10.34 MOMENT CONVERGENCE VALUE = 0.3507 CRITERION= 355.8 *** WARNING *** CP = 22698.516 TIME= 17:45:37 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 6.090 CRITERION= 0.2422 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6670E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6670E-01 FORCE CONVERGENCE VALUE = 55.33 CRITERION= 10.54 MOMENT CONVERGENCE VALUE = 8.962 CRITERION= 362.7 <<< CONVERGED *** WARNING *** CP = 22756.250 TIME= 17:46:04 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1978 CRITERION= 0.2422 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3192E-01 LINE SEARCH PARAMETER = 0.8288 SCALED MAX DOF INC = 0.2645E-01 FORCE CONVERGENCE VALUE = 9.847 CRITERION= 10.77 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.670 CRITERION= 370.7 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 22 SUBSTEP 1 COMPLETED. CUM ITER = 325 *** TIME = 21.2000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 22789.781 TIME= 17:46:16 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 139.3 CRITERION= 10.35 MOMENT CONVERGENCE VALUE = 20.49 CRITERION= 355.9 *** WARNING *** CP = 22837.422 TIME= 17:46:53 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4773 CRITERION= 0.2422 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1723 LINE SEARCH PARAMETER = 0.9287 SCALED MAX DOF INC = -0.1600 FORCE CONVERGENCE VALUE = 10.39 CRITERION= 10.60 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.766 CRITERION= 363.9 <<< CONVERGED *** WARNING *** CP = 22896.188 TIME= 17:47:18 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1535 CRITERION= 0.2422 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3494E-01 LINE SEARCH PARAMETER = 0.6474 SCALED MAX DOF INC = 0.2262E-01 FORCE CONVERGENCE VALUE = 3.888 CRITERION= 10.84 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.9035 CRITERION= 371.6 <<< CONVERGED *** WARNING *** CP = 22962.094 TIME= 17:47:49 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1210 CRITERION= 0.2422 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2110E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2110E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 22 SUBSTEP 2 COMPLETED. CUM ITER = 328 *** TIME = 21.4000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 23004.719 TIME= 17:48:05 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. 3 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 209.7 CRITERION= 10.54 MOMENT CONVERGENCE VALUE = 36.78 CRITERION= 358.0 *** WARNING *** CP = 23052.172 TIME= 17:48:36 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5046 CRITERION= 0.2422 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1135 LINE SEARCH PARAMETER = 0.8448 SCALED MAX DOF INC = 0.9591E-01 FORCE CONVERGENCE VALUE = 35.57 CRITERION= 10.66 MOMENT CONVERGENCE VALUE = 6.509 CRITERION= 363.4 <<< CONVERGED *** WARNING *** CP = 23109.531 TIME= 17:49:04 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1601 CRITERION= 0.2422 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3802E-01 LINE SEARCH PARAMETER = 0.3268 SCALED MAX DOF INC = 0.1242E-01 FORCE CONVERGENCE VALUE = 23.94 CRITERION= 10.89 MOMENT CONVERGENCE VALUE = 4.468 CRITERION= 372.4 <<< CONVERGED *** WARNING *** CP = 23175.922 TIME= 17:49:34 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1498 CRITERION= 0.2422 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2602E-01 LINE SEARCH PARAMETER = 0.6291 SCALED MAX DOF INC = -0.1637E-01 FORCE CONVERGENCE VALUE = 11.02 CRITERION= 11.13 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.816 CRITERION= 379.3 <<< CONVERGED *** WARNING *** CP = 23241.562 TIME= 17:50:05 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1163 CRITERION= 0.2422 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4023E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4023E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 22 SUBSTEP 3 COMPLETED. CUM ITER = 332 *** TIME = 21.7000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 23284.609 TIME= 17:50:23 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. 3 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 258.1 CRITERION= 10.56 MOMENT CONVERGENCE VALUE = 43.89 CRITERION= 363.3 *** WARNING *** CP = 23332.781 TIME= 17:51:20 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3000 CRITERION= 0.2422 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4495E-01 LINE SEARCH PARAMETER = 0.8816 SCALED MAX DOF INC = 0.3962E-01 FORCE CONVERGENCE VALUE = 30.85 CRITERION= 10.72 MOMENT CONVERGENCE VALUE = 5.610 CRITERION= 364.6 <<< CONVERGED *** WARNING *** CP = 23390.188 TIME= 17:51:47 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2857 CRITERION= 0.2422 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1842 LINE SEARCH PARAMETER = 0.7333E-01 SCALED MAX DOF INC = 0.1351E-01 FORCE CONVERGENCE VALUE = 28.56 CRITERION= 10.94 MOMENT CONVERGENCE VALUE = 5.199 CRITERION= 372.1 <<< CONVERGED *** WARNING *** CP = 23487.828 TIME= 17:52:29 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3014 CRITERION= 0.2422 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1704 LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 0.8519E-02 FORCE CONVERGENCE VALUE = 34.69 CRITERION= 11.17 MOMENT CONVERGENCE VALUE = 4.936 CRITERION= 379.8 <<< CONVERGED *** WARNING *** CP = 23553.141 TIME= 17:53:01 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5073 CRITERION= 0.2422 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3683 LINE SEARCH PARAMETER = 0.3246 SCALED MAX DOF INC = -0.1195 FORCE CONVERGENCE VALUE = 20.49 CRITERION= 11.41 MOMENT CONVERGENCE VALUE = 3.713 CRITERION= 388.1 <<< CONVERGED *** WARNING *** CP = 23619.328 TIME= 17:53:30 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4425 CRITERION= 0.2422 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2936 LINE SEARCH PARAMETER = 0.4062 SCALED MAX DOF INC = 0.1193 FORCE CONVERGENCE VALUE = 47.11 CRITERION= 11.66 MOMENT CONVERGENCE VALUE = 2.384 CRITERION= 397.4 <<< CONVERGED *** WARNING *** CP = 23700.438 TIME= 17:54:08 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1234 CRITERION= 0.2422 <<< CONVERGED EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3847E-01 LINE SEARCH PARAMETER = 0.8589 SCALED MAX DOF INC = -0.3304E-01 FORCE CONVERGENCE VALUE = 10.38 CRITERION= 11.91 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.139 CRITERION= 403.7 <<< CONVERGED *** WARNING *** CP = 23758.922 TIME= 17:54:34 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2908 CRITERION= 0.2422 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2084 LINE SEARCH PARAMETER = 0.1185 SCALED MAX DOF INC = 0.2471E-01 FORCE CONVERGENCE VALUE = 25.31 CRITERION= 12.15 MOMENT CONVERGENCE VALUE = 0.5307 CRITERION= 412.1 <<< CONVERGED *** WARNING *** CP = 23857.328 TIME= 17:55:18 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1358 CRITERION= 0.2422 <<< CONVERGED EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7757E-01 LINE SEARCH PARAMETER = 0.7333 SCALED MAX DOF INC = -0.5688E-01 FORCE CONVERGENCE VALUE = 7.905 CRITERION= 12.40 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8731 CRITERION= 421.1 <<< CONVERGED *** WARNING *** CP = 23915.406 TIME= 17:55:44 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3368 CRITERION= 0.2422 EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2444 LINE SEARCH PARAMETER = 0.1064 SCALED MAX DOF INC = 0.2600E-01 FORCE CONVERGENCE VALUE = 6.896 CRITERION= 12.65 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2908 CRITERION= 429.6 <<< CONVERGED *** WARNING *** CP = 24013.188 TIME= 17:56:29 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3040 CRITERION= 0.2422 EQUIL ITER 10 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2224 LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 0.1112E-01 FORCE CONVERGENCE VALUE = 10.21 CRITERION= 12.91 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2354 CRITERION= 439.7 <<< CONVERGED *** WARNING *** CP = 24087.266 TIME= 17:57:01 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1666 CRITERION= 0.2422 <<< CONVERGED EQUIL ITER 11 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1015 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1015 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 11 *** LOAD STEP 22 SUBSTEP 4 COMPLETED. CUM ITER = 343 *** TIME = 22.0000 TIME INC = 0.300000 **************************************************** *************** FINISHED SOLVE FOR LS 22 ************* **************************************************** ******************* SOLVE FOR LS 23 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1000 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM USE A MAXIMUM OF 40 EQUILIBRIUM ITERATIONS EACH SUBSTEP TIME= 23.000 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC NONLINEAR STABILIZATION CONTROL: KEY=OFF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 24163.250 TIME= 17:57:30 Material number 90 (used by element 45589 ) should normally have at least one MP or one TB type command associated with it. Output of energy by material may not be available. *** NOTE *** CP = 24163.672 TIME= 17:57:30 The step data was checked and warning messages were found. Please review output or errors file ( C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C\file.err ) for these warning messages. *** NOTE *** CP = 24163.672 TIME= 17:57:30 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. SOLCONTROL,ON uses sparse matrix direct solver 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 13.0SP2 ***** ANSYS Academic Research 00000000 VERSION=WINDOWS x64 17:57:31 JUL 13, 2012 CP= 24165.172 3DFormer_V01--Statisch-mechanisch (J5) L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 23 TIME AT END OF THE LOAD STEP. . . . . . . . . . 23.000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 5 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 40 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 24165.828 TIME= 17:57:32 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 24166.047 TIME= 17:57:32 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 24166.062 TIME= 17:57:32 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 24166.062 TIME= 17:57:32 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 465.2 CRITERION= 10.55 MOMENT CONVERGENCE VALUE = 1.189 CRITERION= 356.8 *** WARNING *** CP = 24214.672 TIME= 17:58:16 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 6.067 CRITERION= 0.2540 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1191 LINE SEARCH PARAMETER = 0.9823 SCALED MAX DOF INC = 0.1170 FORCE CONVERGENCE VALUE = 54.21 CRITERION= 10.77 MOMENT CONVERGENCE VALUE = 8.883 CRITERION= 368.6 <<< CONVERGED *** WARNING *** CP = 24272.172 TIME= 17:58:41 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2287 CRITERION= 0.2540 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9222E-01 LINE SEARCH PARAMETER = 0.4062 SCALED MAX DOF INC = -0.3747E-01 FORCE CONVERGENCE VALUE = 392.0 CRITERION= 10.99 MOMENT CONVERGENCE VALUE = 5.202 CRITERION= 372.7 <<< CONVERGED *** WARNING *** CP = 24353.703 TIME= 17:59:15 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.106 CRITERION= 0.2540 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7307 LINE SEARCH PARAMETER = 0.9001 SCALED MAX DOF INC = -0.6577 FORCE CONVERGENCE VALUE = 69.63 CRITERION= 11.25 MOMENT CONVERGENCE VALUE = 12.05 CRITERION= 380.3 <<< CONVERGED *** WARNING *** CP = 24413.062 TIME= 17:59:42 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.544 CRITERION= 0.2540 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9548 LINE SEARCH PARAMETER = 0.7010 SCALED MAX DOF INC = 0.6693 FORCE CONVERGENCE VALUE = 442.9 CRITERION= 11.54 MOMENT CONVERGENCE VALUE = 18.23 CRITERION= 422.1 <<< CONVERGED *** WARNING *** CP = 24488.281 TIME= 18:00:13 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4666 CRITERION= 0.2540 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1565 LINE SEARCH PARAMETER = 0.9775 SCALED MAX DOF INC = 0.1530 FORCE CONVERGENCE VALUE = 42.75 CRITERION= 11.71 MOMENT CONVERGENCE VALUE = 13.35 CRITERION= 400.1 <<< CONVERGED *** WARNING *** CP = 24546.641 TIME= 18:00:40 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2684 CRITERION= 0.2540 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6688E-01 LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = -0.3344E-02 FORCE CONVERGENCE VALUE = 413.4 CRITERION= 11.95 MOMENT CONVERGENCE VALUE = 12.54 CRITERION= 406.2 <<< CONVERGED *** WARNING *** CP = 24612.641 TIME= 18:01:08 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 2.975 CRITERION= 0.2542 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.964 LINE SEARCH PARAMETER = 0.3053 SCALED MAX DOF INC = -0.5998 FORCE CONVERGENCE VALUE = 101.2 CRITERION= 12.21 MOMENT CONVERGENCE VALUE = 15.37 CRITERION= 417.7 <<< CONVERGED *** WARNING *** CP = 24678.766 TIME= 18:01:37 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.365 CRITERION= 0.2542 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8853 LINE SEARCH PARAMETER = 0.6821 SCALED MAX DOF INC = 0.6039 FORCE CONVERGENCE VALUE = 337.6 CRITERION= 12.47 MOMENT CONVERGENCE VALUE = 15.07 CRITERION= 434.3 <<< CONVERGED *** WARNING *** CP = 24754.734 TIME= 18:02:11 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4841 CRITERION= 0.2542 EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1159 LINE SEARCH PARAMETER = 0.9689 SCALED MAX DOF INC = 0.1123 FORCE CONVERGENCE VALUE = 32.62 CRITERION= 12.71 MOMENT CONVERGENCE VALUE = 10.65 CRITERION= 437.3 <<< CONVERGED *** WARNING *** CP = 24813.141 TIME= 18:02:36 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3345 CRITERION= 0.2542 EQUIL ITER 10 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1977 LINE SEARCH PARAMETER = 0.1094 SCALED MAX DOF INC = 0.2163E-01 FORCE CONVERGENCE VALUE = 401.0 CRITERION= 12.97 MOMENT CONVERGENCE VALUE = 9.336 CRITERION= 442.8 <<< CONVERGED *** WARNING *** CP = 24903.781 TIME= 18:03:15 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.616 CRITERION= 0.2544 EQUIL ITER 11 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.070 LINE SEARCH PARAMETER = 0.7612 SCALED MAX DOF INC = -0.8146 FORCE CONVERGENCE VALUE = 170.0 CRITERION= 13.25 MOMENT CONVERGENCE VALUE = 16.28 CRITERION= 448.7 <<< CONVERGED *** WARNING *** CP = 24962.016 TIME= 18:03:40 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.886 CRITERION= 0.2544 EQUIL ITER 12 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 1.156 LINE SEARCH PARAMETER = 0.6545 SCALED MAX DOF INC = 0.7566 1 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 744.6 CRITERION= 13.59 MOMENT CONVERGENCE VALUE = 28.03 CRITERION= 503.5 <<< CONVERGED *** WARNING *** CP = 25036.984 TIME= 18:04:13 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6241 CRITERION= 0.2544 EQUIL ITER 13 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1435 LINE SEARCH PARAMETER = 0.7912 SCALED MAX DOF INC = 0.1135 1 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 247.8 CRITERION= 13.77 MOMENT CONVERGENCE VALUE = 22.23 CRITERION= 469.8 <<< CONVERGED *** WARNING *** CP = 25096.250 TIME= 18:04:38 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2688 CRITERION= 0.2544 EQUIL ITER 14 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1211 LINE SEARCH PARAMETER = 0.9610 SCALED MAX DOF INC = -0.1164 FORCE CONVERGENCE VALUE = 12.52 CRITERION= 14.04 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.982 CRITERION= 472.5 <<< CONVERGED *** WARNING *** CP = 25154.812 TIME= 18:05:04 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4806 CRITERION= 0.2544 EQUIL ITER 15 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3411 LINE SEARCH PARAMETER = 0.2281 SCALED MAX DOF INC = 0.7781E-01 FORCE CONVERGENCE VALUE = 9.918 CRITERION= 14.33 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.378 CRITERION= 482.8 <<< CONVERGED *** WARNING *** CP = 25246.188 TIME= 18:05:43 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3467 CRITERION= 0.2544 EQUIL ITER 16 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2452 LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 0.1226E-01 FORCE CONVERGENCE VALUE = 403.8 CRITERION= 14.62 MOMENT CONVERGENCE VALUE = 1.536 CRITERION= 491.4 <<< CONVERGED *** WARNING *** CP = 25312.016 TIME= 18:06:12 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 3.179 CRITERION= 0.2544 EQUIL ITER 17 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.106 *** WARNING *** CP = 25314.531 TIME= 18:06:13 Element 31468. Plane stress iteration did not converge for out of plane deformation. *** NOTE *** CP = 25315.641 TIME= 18:06:14 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 23 SUBSTEP 1 NOT COMPLETED. CUM ITER = 361 *** BEGIN BISECTION NUMBER 1 NEW TIME INCREMENT= 0.70000E-01 *** NOTE *** CP = 25316.281 TIME= 18:06:15 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 25316.516 TIME= 18:06:15 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 25316.516 TIME= 18:06:15 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 25316.516 TIME= 18:06:15 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 465.2 CRITERION= 10.55 MOMENT CONVERGENCE VALUE = 1.189 CRITERION= 356.8 *** WARNING *** CP = 25365.547 TIME= 18:06:37 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 2.245 CRITERION= 0.2544 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1027 LINE SEARCH PARAMETER = 0.9829 SCALED MAX DOF INC = 0.1010 FORCE CONVERGENCE VALUE = 20.36 CRITERION= 10.77 MOMENT CONVERGENCE VALUE = 2.455 CRITERION= 368.6 <<< CONVERGED *** WARNING *** CP = 25424.234 TIME= 18:07:04 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1908 CRITERION= 0.2544 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9199E-01 LINE SEARCH PARAMETER = 0.4062 SCALED MAX DOF INC = -0.3737E-01 FORCE CONVERGENCE VALUE = 393.1 CRITERION= 10.99 MOMENT CONVERGENCE VALUE = 1.162 CRITERION= 372.4 <<< CONVERGED *** WARNING *** CP = 25507.188 TIME= 18:07:39 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.196 CRITERION= 0.2544 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7902 LINE SEARCH PARAMETER = 0.8906 SCALED MAX DOF INC = -0.7037 FORCE CONVERGENCE VALUE = 78.72 CRITERION= 11.23 MOMENT CONVERGENCE VALUE = 13.02 CRITERION= 379.9 <<< CONVERGED *** WARNING *** CP = 25566.422 TIME= 18:08:06 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.648 CRITERION= 0.2544 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 1.007 LINE SEARCH PARAMETER = 0.6950 SCALED MAX DOF INC = 0.7001 1 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 493.2 CRITERION= 11.51 MOMENT CONVERGENCE VALUE = 21.16 CRITERION= 422.1 <<< CONVERGED *** WARNING *** CP = 25642.406 TIME= 18:08:40 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5066 CRITERION= 0.2544 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1543 LINE SEARCH PARAMETER = 0.7867 SCALED MAX DOF INC = 0.1214 FORCE CONVERGENCE VALUE = 306.0 CRITERION= 11.68 MOMENT CONVERGENCE VALUE = 13.50 CRITERION= 399.2 <<< CONVERGED *** WARNING *** CP = 25700.656 TIME= 18:09:07 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3233 CRITERION= 0.2544 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1880 LINE SEARCH PARAMETER = 0.9602 SCALED MAX DOF INC = -0.1805 FORCE CONVERGENCE VALUE = 15.28 CRITERION= 11.91 MOMENT CONVERGENCE VALUE = 3.312 CRITERION= 401.7 <<< CONVERGED *** WARNING *** CP = 25759.266 TIME= 18:09:32 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5429 CRITERION= 0.2544 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3800 LINE SEARCH PARAMETER = 0.4217 SCALED MAX DOF INC = 0.1602 FORCE CONVERGENCE VALUE = 330.5 CRITERION= 12.16 MOMENT CONVERGENCE VALUE = 2.146 CRITERION= 409.8 <<< CONVERGED *** WARNING *** CP = 25843.812 TIME= 18:10:08 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5106 CRITERION= 0.2544 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3382 LINE SEARCH PARAMETER = 0.9306 SCALED MAX DOF INC = -0.3148 FORCE CONVERGENCE VALUE = 33.51 CRITERION= 12.42 MOMENT CONVERGENCE VALUE = 5.664 CRITERION= 421.9 <<< CONVERGED *** WARNING *** CP = 25902.594 TIME= 18:10:33 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8193 CRITERION= 0.2544 EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5522 LINE SEARCH PARAMETER = 0.7099 SCALED MAX DOF INC = 0.3920 FORCE CONVERGENCE VALUE = 390.6 CRITERION= 12.71 MOMENT CONVERGENCE VALUE = 6.617 CRITERION= 450.7 <<< CONVERGED *** WARNING *** CP = 25975.719 TIME= 18:11:05 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2136 CRITERION= 0.2544 <<< CONVERGED EQUIL ITER 10 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1217 LINE SEARCH PARAMETER = 0.9692 SCALED MAX DOF INC = 0.1179 FORCE CONVERGENCE VALUE = 29.25 CRITERION= 12.92 MOMENT CONVERGENCE VALUE = 4.222 CRITERION= 441.0 <<< CONVERGED *** WARNING *** CP = 26035.250 TIME= 18:11:31 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2797 CRITERION= 0.2544 EQUIL ITER 11 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1636 LINE SEARCH PARAMETER = 0.3630 SCALED MAX DOF INC = 0.5939E-01 FORCE CONVERGENCE VALUE = 390.4 CRITERION= 13.19 MOMENT CONVERGENCE VALUE = 1.691 CRITERION= 447.5 <<< CONVERGED *** WARNING *** CP = 26117.219 TIME= 18:12:07 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4195 CRITERION= 0.2544 EQUIL ITER 12 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2649 LINE SEARCH PARAMETER = 0.9650 SCALED MAX DOF INC = -0.2556 FORCE CONVERGENCE VALUE = 19.20 CRITERION= 13.46 MOMENT CONVERGENCE VALUE = 3.767 CRITERION= 453.7 <<< CONVERGED *** WARNING *** CP = 26174.922 TIME= 18:12:32 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6221 CRITERION= 0.2544 EQUIL ITER 13 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4063 LINE SEARCH PARAMETER = 0.4062 SCALED MAX DOF INC = 0.1651 FORCE CONVERGENCE VALUE = 8.264 CRITERION= 13.73 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.294 CRITERION= 463.8 <<< CONVERGED *** WARNING *** CP = 26257.766 TIME= 18:13:08 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3355 CRITERION= 0.2544 EQUIL ITER 14 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2260 LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 0.1130E-01 FORCE CONVERGENCE VALUE = 404.4 CRITERION= 14.01 MOMENT CONVERGENCE VALUE = 1.314 CRITERION= 471.9 <<< CONVERGED *** WARNING *** CP = 26325.781 TIME= 18:13:38 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 3.312 CRITERION= 0.2544 EQUIL ITER 15 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.195 *** WARNING *** CP = 26328.141 TIME= 18:13:39 Element 31468. Plane stress iteration did not converge for out of plane deformation. *** NOTE *** CP = 26329.266 TIME= 18:13:40 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 23 SUBSTEP 1 NOT COMPLETED. CUM ITER = 376 *** BEGIN BISECTION NUMBER 2 NEW TIME INCREMENT= 0.24500E-01 *** NOTE *** CP = 26330.000 TIME= 18:13:41 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 26330.234 TIME= 18:13:41 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 26330.234 TIME= 18:13:41 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 26330.234 TIME= 18:13:41 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 465.2 CRITERION= 10.55 MOMENT CONVERGENCE VALUE = 1.189 CRITERION= 356.8 *** WARNING *** CP = 26378.031 TIME= 18:14:06 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.021 CRITERION= 0.2544 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9701E-01 LINE SEARCH PARAMETER = 0.9830 SCALED MAX DOF INC = 0.9537E-01 FORCE CONVERGENCE VALUE = 19.22 CRITERION= 10.77 MOMENT CONVERGENCE VALUE = 2.254 CRITERION= 368.6 <<< CONVERGED *** WARNING *** CP = 26437.688 TIME= 18:14:33 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1891 CRITERION= 0.2544 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9188E-01 LINE SEARCH PARAMETER = 0.4062 SCALED MAX DOF INC = -0.3733E-01 FORCE CONVERGENCE VALUE = 393.9 CRITERION= 10.98 MOMENT CONVERGENCE VALUE = 1.008 CRITERION= 372.3 <<< CONVERGED *** WARNING *** CP = 26521.188 TIME= 18:15:10 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.229 CRITERION= 0.2544 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8115 LINE SEARCH PARAMETER = 0.8870 SCALED MAX DOF INC = -0.7198 FORCE CONVERGENCE VALUE = 82.10 CRITERION= 11.22 MOMENT CONVERGENCE VALUE = 13.37 CRITERION= 379.8 <<< CONVERGED *** WARNING *** CP = 26580.547 TIME= 18:15:36 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.685 CRITERION= 0.2544 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 1.026 LINE SEARCH PARAMETER = 0.6930 SCALED MAX DOF INC = 0.7109 1 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 515.0 CRITERION= 11.50 MOMENT CONVERGENCE VALUE = 22.34 CRITERION= 422.1 <<< CONVERGED *** WARNING *** CP = 26655.984 TIME= 18:16:08 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5217 CRITERION= 0.2544 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1536 LINE SEARCH PARAMETER = 0.7789 SCALED MAX DOF INC = 0.1196 FORCE CONVERGENCE VALUE = 292.5 CRITERION= 11.67 MOMENT CONVERGENCE VALUE = 14.35 CRITERION= 399.2 <<< CONVERGED *** WARNING *** CP = 26713.641 TIME= 18:16:34 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2976 CRITERION= 0.2544 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1662 LINE SEARCH PARAMETER = 0.9612 SCALED MAX DOF INC = -0.1597 FORCE CONVERGENCE VALUE = 13.89 CRITERION= 11.90 MOMENT CONVERGENCE VALUE = 3.083 CRITERION= 401.6 <<< CONVERGED *** WARNING *** CP = 26772.391 TIME= 18:17:01 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5132 CRITERION= 0.2544 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3588 LINE SEARCH PARAMETER = 0.4062 SCALED MAX DOF INC = 0.1458 FORCE CONVERGENCE VALUE = 334.4 CRITERION= 12.15 MOMENT CONVERGENCE VALUE = 1.902 CRITERION= 409.8 <<< CONVERGED *** WARNING *** CP = 26857.656 TIME= 18:17:37 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5029 CRITERION= 0.2544 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3328 LINE SEARCH PARAMETER = 0.9294 SCALED MAX DOF INC = -0.3093 FORCE CONVERGENCE VALUE = 36.97 CRITERION= 12.40 MOMENT CONVERGENCE VALUE = 5.420 CRITERION= 420.5 <<< CONVERGED *** WARNING *** CP = 26915.547 TIME= 18:18:03 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8029 CRITERION= 0.2544 EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5370 LINE SEARCH PARAMETER = 0.7129 SCALED MAX DOF INC = 0.3828 FORCE CONVERGENCE VALUE = 394.4 CRITERION= 12.70 MOMENT CONVERGENCE VALUE = 6.522 CRITERION= 452.2 <<< CONVERGED *** WARNING *** CP = 26990.953 TIME= 18:18:35 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2197 CRITERION= 0.2544 <<< CONVERGED EQUIL ITER 10 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1211 LINE SEARCH PARAMETER = 0.9716 SCALED MAX DOF INC = 0.1177 FORCE CONVERGENCE VALUE = 34.58 CRITERION= 12.91 MOMENT CONVERGENCE VALUE = 4.201 CRITERION= 440.9 <<< CONVERGED *** WARNING *** CP = 27049.781 TIME= 18:19:02 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2666 CRITERION= 0.2544 EQUIL ITER 11 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9411E-01 LINE SEARCH PARAMETER = 0.4251 SCALED MAX DOF INC = -0.4001E-01 FORCE CONVERGENCE VALUE = 388.7 CRITERION= 13.17 MOMENT CONVERGENCE VALUE = 1.752 CRITERION= 445.2 <<< CONVERGED *** WARNING *** CP = 27132.500 TIME= 18:19:37 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.032 CRITERION= 0.2544 EQUIL ITER 12 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6703 LINE SEARCH PARAMETER = 0.9034 SCALED MAX DOF INC = -0.6056 FORCE CONVERGENCE VALUE = 66.90 CRITERION= 13.46 MOMENT CONVERGENCE VALUE = 10.56 CRITERION= 456.7 <<< CONVERGED *** WARNING *** CP = 27192.172 TIME= 18:20:05 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.400 CRITERION= 0.2544 EQUIL ITER 13 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8725 LINE SEARCH PARAMETER = 0.7262 SCALED MAX DOF INC = 0.6336 FORCE CONVERGENCE VALUE = 428.5 CRITERION= 13.81 MOMENT CONVERGENCE VALUE = 15.84 CRITERION= 507.2 <<< CONVERGED *** WARNING *** CP = 27265.844 TIME= 18:20:37 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4449 CRITERION= 0.2544 EQUIL ITER 14 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1694 LINE SEARCH PARAMETER = 0.9746 SCALED MAX DOF INC = 0.1651 FORCE CONVERGENCE VALUE = 40.19 CRITERION= 14.00 MOMENT CONVERGENCE VALUE = 11.83 CRITERION= 478.5 <<< CONVERGED *** WARNING *** CP = 27324.438 TIME= 18:21:05 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2684 CRITERION= 0.2544 EQUIL ITER 15 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6858E-01 LINE SEARCH PARAMETER = 0.1565 SCALED MAX DOF INC = -0.1073E-01 FORCE CONVERGENCE VALUE = 33.11 CRITERION= 14.28 MOMENT CONVERGENCE VALUE = 9.749 CRITERION= 487.1 <<< CONVERGED *** WARNING *** CP = 27424.859 TIME= 18:21:47 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1945 CRITERION= 0.2544 <<< CONVERGED EQUIL ITER 16 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5978E-01 LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = -0.2989E-02 FORCE CONVERGENCE VALUE = 418.1 CRITERION= 14.57 MOMENT CONVERGENCE VALUE = 9.262 CRITERION= 494.2 <<< CONVERGED *** WARNING *** CP = 27490.344 TIME= 18:22:17 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 4.748 CRITERION= 0.2544 EQUIL ITER 17 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -3.115 *** WARNING *** CP = 27493.031 TIME= 18:22:18 Element 31385. Plane stress iteration did not converge for out of plane deformation. *** NOTE *** CP = 27494.188 TIME= 18:22:19 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 23 SUBSTEP 1 NOT COMPLETED. CUM ITER = 393 *** BEGIN BISECTION NUMBER 3 NEW TIME INCREMENT= 0.85750E-02 *** NOTE *** CP = 27494.797 TIME= 18:22:20 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 27495.031 TIME= 18:22:20 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 27495.031 TIME= 18:22:20 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 27495.031 TIME= 18:22:20 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 465.2 CRITERION= 10.55 MOMENT CONVERGENCE VALUE = 1.189 CRITERION= 356.8 *** WARNING *** CP = 27544.094 TIME= 18:22:42 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7174 CRITERION= 0.2544 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9500E-01 LINE SEARCH PARAMETER = 0.9831 SCALED MAX DOF INC = 0.9339E-01 FORCE CONVERGENCE VALUE = 19.17 CRITERION= 10.77 MOMENT CONVERGENCE VALUE = 2.238 CRITERION= 368.6 <<< CONVERGED *** WARNING *** CP = 27603.328 TIME= 18:23:10 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1900 CRITERION= 0.2544 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9185E-01 LINE SEARCH PARAMETER = 0.4062 SCALED MAX DOF INC = -0.3731E-01 FORCE CONVERGENCE VALUE = 394.1 CRITERION= 10.98 MOMENT CONVERGENCE VALUE = 0.9946 CRITERION= 372.3 <<< CONVERGED *** WARNING *** CP = 27685.281 TIME= 18:23:46 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.240 CRITERION= 0.2544 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8185 LINE SEARCH PARAMETER = 0.8859 SCALED MAX DOF INC = -0.7251 FORCE CONVERGENCE VALUE = 83.21 CRITERION= 11.22 MOMENT CONVERGENCE VALUE = 13.49 CRITERION= 379.7 <<< CONVERGED *** WARNING *** CP = 27743.844 TIME= 18:24:13 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.697 CRITERION= 0.2544 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 1.032 LINE SEARCH PARAMETER = 0.6923 SCALED MAX DOF INC = 0.7143 1 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 522.4 CRITERION= 11.50 MOMENT CONVERGENCE VALUE = 22.74 CRITERION= 422.1 <<< CONVERGED *** WARNING *** CP = 27817.953 TIME= 18:24:45 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5268 CRITERION= 0.2544 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1533 LINE SEARCH PARAMETER = 0.7770 SCALED MAX DOF INC = 0.1191 FORCE CONVERGENCE VALUE = 288.4 CRITERION= 11.67 MOMENT CONVERGENCE VALUE = 14.64 CRITERION= 399.2 <<< CONVERGED *** WARNING *** CP = 27877.000 TIME= 18:25:14 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2913 CRITERION= 0.2544 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1604 LINE SEARCH PARAMETER = 0.9614 SCALED MAX DOF INC = -0.1542 FORCE CONVERGENCE VALUE = 13.56 CRITERION= 11.90 MOMENT CONVERGENCE VALUE = 3.026 CRITERION= 401.5 <<< CONVERGED *** WARNING *** CP = 27935.375 TIME= 18:25:40 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5049 CRITERION= 0.2544 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3534 LINE SEARCH PARAMETER = 0.4062 SCALED MAX DOF INC = 0.1436 FORCE CONVERGENCE VALUE = 331.5 CRITERION= 12.14 MOMENT CONVERGENCE VALUE = 1.866 CRITERION= 409.8 <<< CONVERGED *** WARNING *** CP = 28017.594 TIME= 18:26:15 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4691 CRITERION= 0.2544 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3098 LINE SEARCH PARAMETER = 0.9327 SCALED MAX DOF INC = -0.2890 FORCE CONVERGENCE VALUE = 34.82 CRITERION= 12.40 MOMENT CONVERGENCE VALUE = 5.052 CRITERION= 420.3 <<< CONVERGED *** WARNING *** CP = 28077.203 TIME= 18:26:42 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7603 CRITERION= 0.2544 EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5095 LINE SEARCH PARAMETER = 0.7179 SCALED MAX DOF INC = 0.3657 FORCE CONVERGENCE VALUE = 421.6 CRITERION= 12.70 MOMENT CONVERGENCE VALUE = 6.180 CRITERION= 451.6 <<< CONVERGED *** WARNING *** CP = 28151.500 TIME= 18:27:15 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2185 CRITERION= 0.2544 <<< CONVERGED EQUIL ITER 10 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1216 LINE SEARCH PARAMETER = 0.9731 SCALED MAX DOF INC = 0.1183 FORCE CONVERGENCE VALUE = 34.80 CRITERION= 12.91 MOMENT CONVERGENCE VALUE = 4.123 CRITERION= 440.7 <<< CONVERGED *** WARNING *** CP = 28209.922 TIME= 18:27:42 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2707 CRITERION= 0.2544 EQUIL ITER 11 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9915E-01 LINE SEARCH PARAMETER = 0.4384 SCALED MAX DOF INC = -0.4347E-01 FORCE CONVERGENCE VALUE = 391.7 CRITERION= 13.17 MOMENT CONVERGENCE VALUE = 1.603 CRITERION= 445.0 <<< CONVERGED *** WARNING *** CP = 28301.438 TIME= 18:28:22 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.139 CRITERION= 0.2544 EQUIL ITER 12 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7396 LINE SEARCH PARAMETER = 0.8974 SCALED MAX DOF INC = -0.6637 FORCE CONVERGENCE VALUE = 72.23 CRITERION= 13.46 MOMENT CONVERGENCE VALUE = 11.90 CRITERION= 457.0 <<< CONVERGED *** WARNING *** CP = 28359.891 TIME= 18:28:49 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.537 CRITERION= 0.2544 EQUIL ITER 13 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9437 LINE SEARCH PARAMETER = 0.6990 SCALED MAX DOF INC = 0.6596 FORCE CONVERGENCE VALUE = 428.9 CRITERION= 13.79 MOMENT CONVERGENCE VALUE = 18.21 CRITERION= 504.9 <<< CONVERGED *** WARNING *** CP = 28435.391 TIME= 18:29:24 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4691 CRITERION= 0.2544 EQUIL ITER 14 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1533 LINE SEARCH PARAMETER = 0.9769 SCALED MAX DOF INC = 0.1498 FORCE CONVERGENCE VALUE = 420.5 CRITERION= 13.99 MOMENT CONVERGENCE VALUE = 13.28 CRITERION= 476.9 <<< CONVERGED *** WARNING *** CP = 28492.766 TIME= 18:29:50 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 6.653 CRITERION= 0.2544 EQUIL ITER 15 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -4.374 *** WARNING *** CP = 28495.141 TIME= 18:29:51 Element 31385. Plane stress iteration did not converge for out of plane deformation. *** NOTE *** CP = 28496.250 TIME= 18:29:52 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 23 SUBSTEP 1 NOT COMPLETED. CUM ITER = 408 *** BEGIN BISECTION NUMBER 4 NEW TIME INCREMENT= 0.30012E-02 *** NOTE *** CP = 28497.109 TIME= 18:29:53 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 28497.344 TIME= 18:29:53 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 28497.359 TIME= 18:29:53 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 28497.359 TIME= 18:29:53 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 465.2 CRITERION= 10.55 MOMENT CONVERGENCE VALUE = 1.189 CRITERION= 356.8 *** WARNING *** CP = 28545.641 TIME= 18:30:18 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6612 CRITERION= 0.2544 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9430E-01 LINE SEARCH PARAMETER = 0.9831 SCALED MAX DOF INC = 0.9270E-01 FORCE CONVERGENCE VALUE = 19.16 CRITERION= 10.77 MOMENT CONVERGENCE VALUE = 2.233 CRITERION= 368.6 <<< CONVERGED *** WARNING *** CP = 28604.469 TIME= 18:30:45 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1905 CRITERION= 0.2544 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9183E-01 LINE SEARCH PARAMETER = 0.4062 SCALED MAX DOF INC = -0.3731E-01 FORCE CONVERGENCE VALUE = 394.2 CRITERION= 10.98 MOMENT CONVERGENCE VALUE = 0.9897 CRITERION= 372.3 <<< CONVERGED *** WARNING *** CP = 28687.141 TIME= 18:31:23 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.244 CRITERION= 0.2544 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8210 LINE SEARCH PARAMETER = 0.8855 SCALED MAX DOF INC = -0.7269 FORCE CONVERGENCE VALUE = 83.60 CRITERION= 11.22 MOMENT CONVERGENCE VALUE = 13.53 CRITERION= 379.7 <<< CONVERGED *** WARNING *** CP = 28746.234 TIME= 18:31:50 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.701 CRITERION= 0.2544 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 1.034 LINE SEARCH PARAMETER = 0.6921 SCALED MAX DOF INC = 0.7155 1 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 525.0 CRITERION= 11.50 MOMENT CONVERGENCE VALUE = 22.88 CRITERION= 422.1 <<< CONVERGED *** WARNING *** CP = 28820.812 TIME= 18:32:25 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5286 CRITERION= 0.2544 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1532 LINE SEARCH PARAMETER = 0.7765 SCALED MAX DOF INC = 0.1190 FORCE CONVERGENCE VALUE = 287.0 CRITERION= 11.67 MOMENT CONVERGENCE VALUE = 14.75 CRITERION= 399.2 <<< CONVERGED *** WARNING *** CP = 28879.906 TIME= 18:32:51 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2892 CRITERION= 0.2544 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1585 LINE SEARCH PARAMETER = 0.9614 SCALED MAX DOF INC = -0.1523 FORCE CONVERGENCE VALUE = 13.46 CRITERION= 11.90 MOMENT CONVERGENCE VALUE = 3.008 CRITERION= 401.5 <<< CONVERGED *** WARNING *** CP = 28938.188 TIME= 18:33:19 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5022 CRITERION= 0.2544 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3516 LINE SEARCH PARAMETER = 0.4062 SCALED MAX DOF INC = 0.1428 FORCE CONVERGENCE VALUE = 330.6 CRITERION= 12.14 MOMENT CONVERGENCE VALUE = 1.855 CRITERION= 409.9 <<< CONVERGED *** WARNING *** CP = 29021.125 TIME= 18:33:56 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4585 CRITERION= 0.2544 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3028 LINE SEARCH PARAMETER = 0.9338 SCALED MAX DOF INC = -0.2827 FORCE CONVERGENCE VALUE = 34.12 CRITERION= 12.40 MOMENT CONVERGENCE VALUE = 4.938 CRITERION= 420.3 <<< CONVERGED *** WARNING *** CP = 29079.500 TIME= 18:34:23 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7543 CRITERION= 0.2544 EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4992 LINE SEARCH PARAMETER = 0.3429 SCALED MAX DOF INC = 0.1712 FORCE CONVERGENCE VALUE = 10.98 CRITERION= 12.65 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.865 CRITERION= 428.9 <<< CONVERGED *** WARNING *** CP = 29162.516 TIME= 18:35:00 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4680 CRITERION= 0.2544 EQUIL ITER 10 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3215 LINE SEARCH PARAMETER = 0.1094 SCALED MAX DOF INC = 0.3516E-01 FORCE CONVERGENCE VALUE = 9.634 CRITERION= 12.90 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.236 CRITERION= 437.8 <<< CONVERGED *** WARNING *** CP = 29251.812 TIME= 18:35:40 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4033 CRITERION= 0.2544 EQUIL ITER 11 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2807 LINE SEARCH PARAMETER = 0.1094 SCALED MAX DOF INC = 0.3070E-01 FORCE CONVERGENCE VALUE = 359.0 CRITERION= 13.17 MOMENT CONVERGENCE VALUE = 1.257 CRITERION= 446.1 <<< CONVERGED *** WARNING *** CP = 29342.953 TIME= 18:36:20 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.072 CRITERION= 0.2544 EQUIL ITER 12 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7213 LINE SEARCH PARAMETER = 0.8616 SCALED MAX DOF INC = -0.6215 FORCE CONVERGENCE VALUE = 71.20 CRITERION= 13.46 MOMENT CONVERGENCE VALUE = 11.75 CRITERION= 458.8 <<< CONVERGED *** WARNING *** CP = 29401.078 TIME= 18:36:47 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.511 CRITERION= 0.2544 EQUIL ITER 13 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9555 LINE SEARCH PARAMETER = 0.6295 SCALED MAX DOF INC = 0.6015 FORCE CONVERGENCE VALUE = 265.9 CRITERION= 13.74 MOMENT CONVERGENCE VALUE = 15.87 CRITERION= 480.6 <<< CONVERGED *** WARNING *** CP = 29474.938 TIME= 18:37:20 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3880 CRITERION= 0.2544 EQUIL ITER 14 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8909E-01 LINE SEARCH PARAMETER = 0.5429 SCALED MAX DOF INC = 0.4836E-01 FORCE CONVERGENCE VALUE = 137.7 CRITERION= 14.00 MOMENT CONVERGENCE VALUE = 9.133 CRITERION= 479.9 <<< CONVERGED *** WARNING *** CP = 29541.609 TIME= 18:37:51 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2161 CRITERION= 0.2544 <<< CONVERGED EQUIL ITER 15 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7133E-01 LINE SEARCH PARAMETER = 0.9323 SCALED MAX DOF INC = -0.6651E-01 FORCE CONVERGENCE VALUE = 11.26 CRITERION= 14.27 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.602 CRITERION= 482.5 <<< CONVERGED *** WARNING *** CP = 29600.969 TIME= 18:38:18 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4764 CRITERION= 0.2544 EQUIL ITER 16 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3341 LINE SEARCH PARAMETER = 0.1094 SCALED MAX DOF INC = 0.3655E-01 FORCE CONVERGENCE VALUE = 10.09 CRITERION= 14.56 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.999 CRITERION= 492.5 <<< CONVERGED *** WARNING *** CP = 29692.234 TIME= 18:38:58 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4096 CRITERION= 0.2544 EQUIL ITER 17 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2904 LINE SEARCH PARAMETER = 0.1094 SCALED MAX DOF INC = 0.3176E-01 FORCE CONVERGENCE VALUE = 364.1 CRITERION= 14.86 MOMENT CONVERGENCE VALUE = 1.764 CRITERION= 502.0 <<< CONVERGED *** WARNING *** CP = 29783.547 TIME= 18:39:38 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.139 CRITERION= 0.2544 EQUIL ITER 18 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7606 LINE SEARCH PARAMETER = 0.8327 SCALED MAX DOF INC = -0.6333 FORCE CONVERGENCE VALUE = 85.87 CRITERION= 15.19 MOMENT CONVERGENCE VALUE = 11.86 CRITERION= 517.4 <<< CONVERGED *** WARNING *** CP = 29842.922 TIME= 18:40:04 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.536 CRITERION= 0.2544 EQUIL ITER 19 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9713 LINE SEARCH PARAMETER = 0.6188 SCALED MAX DOF INC = 0.6010 FORCE CONVERGENCE VALUE = 231.7 CRITERION= 15.50 MOMENT CONVERGENCE VALUE = 16.88 CRITERION= 536.6 <<< CONVERGED *** WARNING *** CP = 29917.234 TIME= 18:40:39 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3732 CRITERION= 0.2544 EQUIL ITER 20 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8068E-01 LINE SEARCH PARAMETER = 0.5189 SCALED MAX DOF INC = 0.4187E-01 FORCE CONVERGENCE VALUE = 121.5 CRITERION= 15.80 MOMENT CONVERGENCE VALUE = 9.438 CRITERION= 540.4 <<< CONVERGED *** WARNING *** CP = 29984.484 TIME= 18:41:08 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1956 CRITERION= 0.2544 <<< CONVERGED EQUIL ITER 21 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6639E-01 LINE SEARCH PARAMETER = 0.9226 SCALED MAX DOF INC = -0.6125E-01 FORCE CONVERGENCE VALUE = 11.45 CRITERION= 16.11 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.669 CRITERION= 545.0 <<< CONVERGED *** WARNING *** CP = 30042.375 TIME= 18:41:36 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5007 CRITERION= 0.2544 EQUIL ITER 22 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3482 LINE SEARCH PARAMETER = 0.1094 SCALED MAX DOF INC = 0.3808E-01 FORCE CONVERGENCE VALUE = 10.24 CRITERION= 16.44 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.108 CRITERION= 556.3 <<< CONVERGED *** WARNING *** CP = 30132.547 TIME= 18:42:14 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4332 CRITERION= 0.2544 EQUIL ITER 23 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3028 LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 0.1514E-01 FORCE CONVERGENCE VALUE = 418.2 CRITERION= 16.77 MOMENT CONVERGENCE VALUE = 2.039 CRITERION= 567.3 <<< CONVERGED *** WARNING *** CP = 30200.500 TIME= 18:42:45 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 10.72 CRITERION= 0.3536 EQUIL ITER 24 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -6.907 *** WARNING *** CP = 30202.766 TIME= 18:42:46 Element 31387. Plane stress iteration did not converge for out of plane deformation. *** WARNING *** CP = 30203.609 TIME= 18:42:47 Element 33166. Plane stress iteration did not converge for out of plane deformation. *** NOTE *** CP = 30203.875 TIME= 18:42:47 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 23 SUBSTEP 1 NOT COMPLETED. CUM ITER = 432 *** BEGIN BISECTION NUMBER 5 NEW TIME INCREMENT= 0.10000E-02 *** NOTE *** CP = 30204.594 TIME= 18:42:48 Predictor is ON by default for structural elements with rotational degrees of freedom. Use the PRED,OFF command to turn the predictor OFF if it adversely affects the convergence. *** NOTE *** CP = 30204.828 TIME= 18:42:48 Multiple constraints have been applied on degree of freedom 1 of contact node 48801. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 30204.828 TIME= 18:42:48 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 30204.828 TIME= 18:42:48 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 465.2 CRITERION= 10.55 MOMENT CONVERGENCE VALUE = 1.189 CRITERION= 356.8 *** WARNING *** CP = 30253.234 TIME= 18:43:10 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6502 CRITERION= 0.3536 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9405E-01 LINE SEARCH PARAMETER = 0.9831 SCALED MAX DOF INC = 0.9246E-01 FORCE CONVERGENCE VALUE = 19.16 CRITERION= 10.77 MOMENT CONVERGENCE VALUE = 2.231 CRITERION= 368.6 <<< CONVERGED *** WARNING *** CP = 30311.328 TIME= 18:43:37 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1907 CRITERION= 0.3536 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9183E-01 LINE SEARCH PARAMETER = 0.4062 SCALED MAX DOF INC = -0.3730E-01 FORCE CONVERGENCE VALUE = 394.3 CRITERION= 10.98 MOMENT CONVERGENCE VALUE = 0.9879 CRITERION= 372.3 <<< CONVERGED *** WARNING *** CP = 30394.453 TIME= 18:44:12 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.246 CRITERION= 0.3536 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8218 LINE SEARCH PARAMETER = 0.8853 SCALED MAX DOF INC = -0.7276 FORCE CONVERGENCE VALUE = 83.74 CRITERION= 11.21 MOMENT CONVERGENCE VALUE = 13.54 CRITERION= 379.7 <<< CONVERGED *** WARNING *** CP = 30454.297 TIME= 18:44:39 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.703 CRITERION= 0.3536 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 1.035 LINE SEARCH PARAMETER = 0.6920 SCALED MAX DOF INC = 0.7160 1 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 526.0 CRITERION= 11.50 MOMENT CONVERGENCE VALUE = 22.93 CRITERION= 422.1 <<< CONVERGED *** WARNING *** CP = 30530.656 TIME= 18:45:11 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5293 CRITERION= 0.3536 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1532 LINE SEARCH PARAMETER = 0.7763 SCALED MAX DOF INC = 0.1189 FORCE CONVERGENCE VALUE = 286.5 CRITERION= 11.67 MOMENT CONVERGENCE VALUE = 14.79 CRITERION= 399.2 <<< CONVERGED *** WARNING *** CP = 30588.547 TIME= 18:45:38 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2885 CRITERION= 0.3536 <<< CONVERGED EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1578 LINE SEARCH PARAMETER = 0.9615 SCALED MAX DOF INC = -0.1517 FORCE CONVERGENCE VALUE = 13.42 CRITERION= 11.90 MOMENT CONVERGENCE VALUE = 3.001 CRITERION= 401.5 <<< CONVERGED *** WARNING *** CP = 30646.016 TIME= 18:46:04 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5012 CRITERION= 0.3536 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3510 LINE SEARCH PARAMETER = 0.4062 SCALED MAX DOF INC = 0.1426 FORCE CONVERGENCE VALUE = 330.3 CRITERION= 12.14 MOMENT CONVERGENCE VALUE = 1.851 CRITERION= 409.9 <<< CONVERGED *** WARNING *** CP = 30728.797 TIME= 18:46:42 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4549 CRITERION= 0.3536 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3004 LINE SEARCH PARAMETER = 0.9341 SCALED MAX DOF INC = -0.2806 FORCE CONVERGENCE VALUE = 33.88 CRITERION= 12.40 MOMENT CONVERGENCE VALUE = 4.899 CRITERION= 420.3 <<< CONVERGED *** WARNING *** CP = 30787.797 TIME= 18:47:07 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7495 CRITERION= 0.3536 EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4962 LINE SEARCH PARAMETER = 0.3439 SCALED MAX DOF INC = 0.1706 FORCE CONVERGENCE VALUE = 10.89 CRITERION= 12.65 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.858 CRITERION= 428.9 <<< CONVERGED *** WARNING *** CP = 30870.891 TIME= 18:47:45 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4643 CRITERION= 0.3536 EQUIL ITER 10 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3191 LINE SEARCH PARAMETER = 0.1094 SCALED MAX DOF INC = 0.3490E-01 FORCE CONVERGENCE VALUE = 9.551 CRITERION= 12.90 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.229 CRITERION= 437.8 <<< CONVERGED *** WARNING *** CP = 30961.234 TIME= 18:48:24 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4001 CRITERION= 0.3536 EQUIL ITER 11 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2786 LINE SEARCH PARAMETER = 0.1094 SCALED MAX DOF INC = 0.3047E-01 FORCE CONVERGENCE VALUE = 355.7 CRITERION= 13.17 MOMENT CONVERGENCE VALUE = 1.251 CRITERION= 446.1 <<< CONVERGED *** WARNING *** CP = 31053.547 TIME= 18:49:02 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.002 CRITERION= 0.3536 EQUIL ITER 12 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6745 LINE SEARCH PARAMETER = 0.8756 SCALED MAX DOF INC = -0.5906 FORCE CONVERGENCE VALUE = 62.79 CRITERION= 13.45 MOMENT CONVERGENCE VALUE = 10.98 CRITERION= 458.7 <<< CONVERGED *** WARNING *** CP = 31111.391 TIME= 18:49:30 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.447 CRITERION= 0.3536 EQUIL ITER 13 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9211 LINE SEARCH PARAMETER = 0.6403 SCALED MAX DOF INC = 0.5898 FORCE CONVERGENCE VALUE = 275.9 CRITERION= 13.74 MOMENT CONVERGENCE VALUE = 14.61 CRITERION= 484.2 <<< CONVERGED *** WARNING *** CP = 31187.094 TIME= 18:50:01 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3801 CRITERION= 0.3536 EQUIL ITER 14 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8993E-01 LINE SEARCH PARAMETER = 0.5602 SCALED MAX DOF INC = 0.5037E-01 FORCE CONVERGENCE VALUE = 166.8 CRITERION= 13.99 MOMENT CONVERGENCE VALUE = 8.224 CRITERION= 480.1 <<< CONVERGED *** WARNING *** CP = 31252.516 TIME= 18:50:33 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1932 CRITERION= 0.3536 <<< CONVERGED EQUIL ITER 15 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8576E-01 LINE SEARCH PARAMETER = 0.9430 SCALED MAX DOF INC = -0.8088E-01 FORCE CONVERGENCE VALUE = 10.64 CRITERION= 14.27 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.862 CRITERION= 482.3 <<< CONVERGED *** WARNING *** CP = 31311.578 TIME= 18:50:59 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4671 CRITERION= 0.3536 EQUIL ITER 16 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3313 LINE SEARCH PARAMETER = 0.2281 SCALED MAX DOF INC = 0.7559E-01 FORCE CONVERGENCE VALUE = 367.7 CRITERION= 14.56 MOMENT CONVERGENCE VALUE = 0.6782 CRITERION= 491.6 <<< CONVERGED *** WARNING *** CP = 31403.328 TIME= 18:51:37 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.141 CRITERION= 0.3536 EQUIL ITER 17 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7588 LINE SEARCH PARAMETER = 0.8274 SCALED MAX DOF INC = -0.6278 FORCE CONVERGENCE VALUE = 94.36 CRITERION= 14.88 MOMENT CONVERGENCE VALUE = 11.89 CRITERION= 506.9 <<< CONVERGED *** WARNING *** CP = 31462.594 TIME= 18:52:04 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.499 CRITERION= 0.3536 EQUIL ITER 18 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9495 LINE SEARCH PARAMETER = 0.6269 SCALED MAX DOF INC = 0.5952 FORCE CONVERGENCE VALUE = 236.9 CRITERION= 15.19 MOMENT CONVERGENCE VALUE = 16.13 CRITERION= 527.3 <<< CONVERGED *** WARNING *** CP = 31537.250 TIME= 18:52:37 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3777 CRITERION= 0.3536 EQUIL ITER 19 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8249E-01 LINE SEARCH PARAMETER = 0.5231 SCALED MAX DOF INC = 0.4315E-01 FORCE CONVERGENCE VALUE = 131.7 CRITERION= 15.48 MOMENT CONVERGENCE VALUE = 9.055 CRITERION= 529.8 <<< CONVERGED *** WARNING *** CP = 31605.016 TIME= 18:53:07 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2001 CRITERION= 0.3536 <<< CONVERGED EQUIL ITER 20 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7048E-01 LINE SEARCH PARAMETER = 0.9280 SCALED MAX DOF INC = -0.6541E-01 FORCE CONVERGENCE VALUE = 11.33 CRITERION= 15.79 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.656 CRITERION= 533.9 <<< CONVERGED *** WARNING *** CP = 31662.891 TIME= 18:53:33 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4923 CRITERION= 0.3536 EQUIL ITER 21 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3430 LINE SEARCH PARAMETER = 0.1094 SCALED MAX DOF INC = 0.3751E-01 FORCE CONVERGENCE VALUE = 10.14 CRITERION= 16.11 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.064 CRITERION= 545.0 <<< CONVERGED *** WARNING *** CP = 31754.094 TIME= 18:54:13 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4245 CRITERION= 0.3536 EQUIL ITER 22 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2981 LINE SEARCH PARAMETER = 0.1094 SCALED MAX DOF INC = 0.3261E-01 FORCE CONVERGENCE VALUE = 358.4 CRITERION= 16.44 MOMENT CONVERGENCE VALUE = 1.833 CRITERION= 555.6 <<< CONVERGED *** WARNING *** CP = 31846.125 TIME= 18:54:52 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.058 CRITERION= 0.3536 EQUIL ITER 23 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7079 LINE SEARCH PARAMETER = 0.8532 SCALED MAX DOF INC = -0.6039 FORCE CONVERGENCE VALUE = 70.01 CRITERION= 16.80 MOMENT CONVERGENCE VALUE = 11.18 CRITERION= 572.4 <<< CONVERGED *** WARNING *** CP = 31903.797 TIME= 18:55:17 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.492 CRITERION= 0.3536 EQUIL ITER 24 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9511 LINE SEARCH PARAMETER = 0.6194 SCALED MAX DOF INC = 0.5891 FORCE CONVERGENCE VALUE = 232.7 CRITERION= 17.15 MOMENT CONVERGENCE VALUE = 15.58 CRITERION= 596.2 <<< CONVERGED *** WARNING *** CP = 31979.656 TIME= 18:55:51 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3568 CRITERION= 0.3536 EQUIL ITER 25 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7805E-01 LINE SEARCH PARAMETER = 0.5172 SCALED MAX DOF INC = 0.4037E-01 FORCE CONVERGENCE VALUE = 133.8 CRITERION= 17.13 MOMENT CONVERGENCE VALUE = 8.613 CRITERION= 586.4 <<< CONVERGED *** WARNING *** CP = 32046.922 TIME= 18:56:20 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2040 CRITERION= 0.3536 <<< CONVERGED EQUIL ITER 26 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7304E-01 LINE SEARCH PARAMETER = 0.9288 SCALED MAX DOF INC = -0.6784E-01 FORCE CONVERGENCE VALUE = 11.10 CRITERION= 17.12 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.464 CRITERION= 578.9 <<< CONVERGED *** WARNING *** CP = 32106.719 TIME= 18:56:47 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4948 CRITERION= 0.3536 EQUIL ITER 27 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3453 LINE SEARCH PARAMETER = 0.1094 SCALED MAX DOF INC = 0.3777E-01 FORCE CONVERGENCE VALUE = 9.937 CRITERION= 17.12 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.863 CRITERION= 579.1 <<< CONVERGED *** WARNING *** CP = 32198.297 TIME= 18:57:27 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4257 CRITERION= 0.3536 EQUIL ITER 28 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3000 LINE SEARCH PARAMETER = 0.1094 SCALED MAX DOF INC = 0.3282E-01 FORCE CONVERGENCE VALUE = 363.1 CRITERION= 17.12 MOMENT CONVERGENCE VALUE = 1.650 CRITERION= 578.5 <<< CONVERGED *** WARNING *** CP = 32290.125 TIME= 18:58:05 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.168 CRITERION= 0.3536 EQUIL ITER 29 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7814 LINE SEARCH PARAMETER = 0.8278 SCALED MAX DOF INC = -0.6468 FORCE CONVERGENCE VALUE = 85.29 CRITERION= 17.15 MOMENT CONVERGENCE VALUE = 12.29 CRITERION= 584.2 <<< CONVERGED *** WARNING *** CP = 32348.688 TIME= 18:58:33 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.578 CRITERION= 0.3536 EQUIL ITER 30 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9962 LINE SEARCH PARAMETER = 0.6147 SCALED MAX DOF INC = 0.6123 FORCE CONVERGENCE VALUE = 236.6 CRITERION= 17.15 MOMENT CONVERGENCE VALUE = 17.98 CRITERION= 592.8 <<< CONVERGED *** WARNING *** CP = 32423.828 TIME= 18:59:06 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3845 CRITERION= 0.3536 EQUIL ITER 31 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8129E-01 LINE SEARCH PARAMETER = 0.5291 SCALED MAX DOF INC = 0.4300E-01 FORCE CONVERGENCE VALUE = 111.5 CRITERION= 17.13 MOMENT CONVERGENCE VALUE = 10.13 CRITERION= 585.8 <<< CONVERGED *** WARNING *** CP = 32489.672 TIME= 18:59:35 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1949 CRITERION= 0.3536 <<< CONVERGED EQUIL ITER 32 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6102E-01 LINE SEARCH PARAMETER = 0.9177 SCALED MAX DOF INC = -0.5600E-01 FORCE CONVERGENCE VALUE = 11.55 CRITERION= 17.12 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.728 CRITERION= 579.1 <<< CONVERGED *** WARNING *** CP = 32546.703 TIME= 19:00:02 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5035 CRITERION= 0.3536 EQUIL ITER 33 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3500 LINE SEARCH PARAMETER = 0.1094 SCALED MAX DOF INC = 0.3828E-01 FORCE CONVERGENCE VALUE = 10.33 CRITERION= 17.12 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.199 CRITERION= 579.3 <<< CONVERGED *** WARNING *** CP = 32638.156 TIME= 19:00:41 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4368 CRITERION= 0.3536 EQUIL ITER 34 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3044 LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 0.1522E-01 FORCE CONVERGENCE VALUE = 399.1 CRITERION= 17.12 MOMENT CONVERGENCE VALUE = 2.132 CRITERION= 579.0 <<< CONVERGED *** WARNING *** CP = 32704.766 TIME= 19:01:12 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 3.297 CRITERION= 0.3536 EQUIL ITER 35 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.181 *** WARNING *** CP = 32708.672 TIME= 19:01:14 Contact element 56393 (real ID 23) status changes abruptly from contact (with target element 56809) -> no-contact. LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = -0.1091 FORCE CONVERGENCE VALUE = 11.90 CRITERION= 17.12 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.888 CRITERION= 580.0 <<< CONVERGED *** WARNING *** CP = 32771.359 TIME= 19:01:45 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6156 CRITERION= 0.3536 EQUIL ITER 36 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4230 LINE SEARCH PARAMETER = 0.2281 SCALED MAX DOF INC = 0.9649E-01 FORCE CONVERGENCE VALUE = 407.1 CRITERION= 17.12 MOMENT CONVERGENCE VALUE = 1.551 CRITERION= 579.8 <<< CONVERGED *** WARNING *** CP = 32864.344 TIME= 19:02:25 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 5.478 CRITERION= 0.3536 EQUIL ITER 37 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -3.600 *** WARNING *** CP = 32867.078 TIME= 19:02:26 Element 31386. Plane stress iteration did not converge for out of plane deformation. *** WARNING *** CP = 32867.078 TIME= 19:02:26 Element 31387. Plane stress iteration did not converge for out of plane deformation. *** WARNING *** CP = 32867.078 TIME= 19:02:26 Element 31468. Plane stress iteration did not converge for out of plane deformation. ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 19 Max. Penetration of -8.131443944E-02 has been detected between contact element 47566 and target element 49299. Max. Pinball distance 2. One of the contact searching regions contains at least 14 target elements. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 20 Max. Penetration of -2.955924424E-02 has been detected between contact element 49157 and target element 45831. *** WARNING *** CP = 32868.344 TIME= 19:02:27 The closed penetration may be too large. Increase pinball if it is a true closed penetration. Decrease pinball if it is a false one. One of the contact searching regions contains at least 4 target elements. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 21 Max. Penetration of -0.112936259 has been detected between contact element 52637 and target element 53063. Max. Pinball distance 2. One of the contact searching regions contains at least 15 target elements. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 22 Max. Penetration of -4.449960696E-02 has been detected between contact element 52909 and target element 50940. *** WARNING *** CP = 32868.344 TIME= 19:02:27 The closed penetration may be too large. Increase pinball if it is a true closed penetration. Decrease pinball if it is a false one. One of the contact searching regions contains at least 11 target elements. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 23 Max. Penetration of -0.198294763 has been detected between contact element 56390 and target element 56819. Max. Pinball distance 2. One of the contact searching regions contains at least 15 target elements. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 24 Max. Penetration of -9.463550526E-02 has been detected between contact element 56655 and target element 54696. *** WARNING *** CP = 32868.344 TIME= 19:02:27 The closed penetration may be too large. Increase pinball if it is a true closed penetration. Decrease pinball if it is a false one. One of the contact searching regions contains at least 13 target elements. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 25 Max. Penetration of -1.169482064E-02 has been detected between contact element 59008 and target element 60581. Max. Pinball distance 2. One of the contact searching regions contains at least 12 target elements. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 26 Max. Penetration of -1.50625447E-02 has been detected between contact element 60365 and target element 58328. *** WARNING *** CP = 32868.344 TIME= 19:02:27 The closed penetration may be too large. Increase pinball if it is a true closed penetration. Decrease pinball if it is a false one. One of the contact searching regions contains at least 4 target elements. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 27 Max. Penetration of -7.387278998E-02 has been detected between contact element 62520 and target element 64299. Max. Pinball distance 2. One of the contact searching regions contains at least 14 target elements. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 28 Max. Penetration of -2.984609853E-02 has been detected between contact element 64109 and target element 60825. *** WARNING *** CP = 32868.344 TIME= 19:02:27 The closed penetration may be too large. Increase pinball if it is a true closed penetration. Decrease pinball if it is a false one. One of the contact searching regions contains at least 4 target elements. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 29 Max. Penetration of -5.738728195E-02 has been detected between contact element 67211 and target element 68057. Max. Pinball distance 2. One of the contact searching regions contains at least 12 target elements. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 30 Max. Penetration of -3.112974546E-02 has been detected between contact element 67898 and target element 65586. *** WARNING *** CP = 32868.344 TIME= 19:02:27 The closed penetration may be too large. Increase pinball if it is a true closed penetration. Decrease pinball if it is a false one. One of the contact searching regions contains at least 4 target elements. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 31 Max. Penetration of -6.624059458E-02 has been detected between contact element 69986 and target element 71790. Max. Pinball distance 2. One of the contact searching regions contains at least 12 target elements. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 32 Max. Penetration of -3.605636166E-02 has been detected between contact element 71621 and target element 68331. *** WARNING *** CP = 32868.344 TIME= 19:02:27 The closed penetration may be too large. Increase pinball if it is a true closed penetration. Decrease pinball if it is a false one. One of the contact searching regions contains at least 4 target elements. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 33 Max. Penetration of -4.323717311E-02 has been detected between contact element 74683 and target element 75519. Max. Pinball distance 2. One of the contact searching regions contains at least 14 target elements. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 34 Max. Penetration of -2.935314285E-02 has been detected between contact element 75379 and target element 72322. *** WARNING *** CP = 32868.344 TIME= 19:02:27 The closed penetration may be too large. Increase pinball if it is a true closed penetration. Decrease pinball if it is a false one. One of the contact searching regions contains at least 4 target elements. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 35 Max. Penetration of -3.71497325 has been detected between contact element 78868 and target element 82260. Max. Closed gap 50.2482578 has been detected between contact element 78935 and target element 82327. *** WARNING *** CP = 32868.344 TIME= 19:02:27 The closed gap may be too large. Increase pinball if it is a true closed gap. Decrease pinball if it is a false one. One of the contact searching regions contains at least 298 target elements. *** NOTE *** CP = 32868.344 TIME= 19:02:27 You may reduce the pinball to speed up contact searching. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 36 Max. Penetration of -2.05264088 has been detected between contact element 79664 and target element 76273. Max. Closed gap 50.2475024 has been detected between contact element 80631 and target element 77239. *** WARNING *** CP = 32868.344 TIME= 19:02:27 The closed gap may be too large. Increase pinball if it is a true closed gap. Decrease pinball if it is a false one. Max. Pinball distance 26. One of the contact searching regions contains at least 297 target elements. *** NOTE *** CP = 32868.344 TIME= 19:02:27 You may reduce the pinball to speed up contact searching. ************************************************* *** WARNING *** CP = 32868.344 TIME= 19:02:27 The unconverged solution (identified as time 23 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. . . . . . . . . .ERROR IN ELEMENT FORMULATION FILES NEEDED FOR RESTARTING . . . . . . . file.Rnnn file.ldhi file.rdb TIME OF LAST SOLUTION . . . . . . . . . . 22.000 TIME AT START OF THE LOAD STEP . . . . 22.000 TIME AT END OF THE LOAD STEP . . . . . 23.000 ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= file.db FOR POSSIBLE RESUME FROM THIS POINT NUMBER OF WARNING MESSAGES ENCOUNTERED= 574 NUMBER OF ERROR MESSAGES ENCOUNTERED= 0 ***** PROBLEM TERMINATED BY INDICATED ERROR(S) OR BY END OF INPUT DATA ***** ***************************************************** CPU TIME SPENT FOR CONTACT DATABASE 1.000 CONTACT SEARCH 441.516 CONTACT ELEMENTS 1367.617 OTHER ELEMENTS 13196.523 CE SWAPING 56.734 EQUATION SOLVER 17807.141 TOTAL SYSTEM 32869.531 ***************************************************** +--------------------- A N S Y S S T A T I S T I C S ------------------------+ Release: 13.0SP2 UP20110309 Version: WINDOWS x64 Date Run: 07/13/2012 Time: 19:02 Windows Process ID: 3632 Number of cores: 4 (Shared Memory Parallel) GPU Acceleration: Not Requested Job Name: file Working Directory: C:\Documents and Settings\wagnerj\Desktop\iwb_ansys_data\_ProjectScratch\Scr1C Elapsed time spent pre-processing model (/PREP7) : 1.1 seconds Elapsed time spent solution - preprocessing : 46.3 seconds Elapsed time spent computing solution : 16709.7 seconds Elapsed time spent solution - postprocessing : 0.0 seconds Elapsed time spent post-processing model (/POST1) : 0.0 seconds Equation solver computational rate : 5571.5 Mflops Equation solver effective I/O rate : 2596.2 Mbytes/sec +------------------ E N D A N S Y S S T A T I S T I C S -------------------+ *---------------------------------------------------------------------------* | | | ANSYS RUN COMPLETED | | | |---------------------------------------------------------------------------| | | | Release 13.0SP2 UP20110309 WINDOWS x64 | | | |---------------------------------------------------------------------------| | | | Database Requested(-db) 512 MB Scratch Memory Requested 512 MB | | Maximum Database Used 94 MB Maximum Scratch Memory Used 1862 MB | | | |---------------------------------------------------------------------------| | | | CP Time (sec) = 32869.812 Time = 19:02:29 | | Elapsed Time (sec) = 16776.000 Date = 07/13/2012 | | | *---------------------------------------------------------------------------*