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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 11:00:13 JUL 17, 2012 CP= 0.094 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= 11.0036111 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 11:00:13 JUL 17, 2012 CP= 0.500 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 = 5.328 --- Number of total nodes = 75168 --- Number of contact elements = 43696 --- Number of spring elements = 432 --- Number of solid elements = 46288 --- Number of total elements = 90664 *GET _WALLBSOL FROM ACTI ITEM=TIME WALL VALUE= 11.0041667 **************************************************************************** ************************* 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 90664 DEFINED) SELECTED BY ESEL COMMAND. SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1782 NODES (OF 75168 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 75168 STEP 1 75168 NODES (OF 75168 DEFINED) SELECTED BY NSEL COMMAND. ALL SELECT FOR ITEM=ELEM COMPONENT= IN RANGE 1 TO 90700 STEP 1 90664 ELEMENTS (OF 90664 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 90664 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 90700 STEP 1 90664 ELEMENTS (OF 90664 DEFINED) SELECTED BY ESEL COMMAND. SELECT FOR ITEM=TYPE COMPONENT= IN RANGE 100 TO 100 STEP 1 1 ELEMENTS (OF 90664 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 90700 STEP 1 90664 ELEMENTS (OF 90664 DEFINED) SELECTED BY ESEL COMMAND. SELECT FOR ITEM=TYPE COMPONENT= IN RANGE 106 TO 106 STEP 1 1 ELEMENTS (OF 90664 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 90700 STEP 1 90664 ELEMENTS (OF 90664 DEFINED) SELECTED BY ESEL COMMAND. SELECT FOR ITEM=TYPE COMPONENT= IN RANGE 105 TO 105 STEP 1 1 ELEMENTS (OF 90664 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 90700 STEP 1 90664 ELEMENTS (OF 90664 DEFINED) SELECTED BY ESEL COMMAND. SELECT FOR ITEM=TYPE COMPONENT= IN RANGE 104 TO 104 STEP 1 1 ELEMENTS (OF 90664 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 90700 STEP 1 90664 ELEMENTS (OF 90664 DEFINED) SELECTED BY ESEL COMMAND. SELECT FOR ITEM=TYPE COMPONENT= IN RANGE 103 TO 103 STEP 1 1 ELEMENTS (OF 90664 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 90700 STEP 1 90664 ELEMENTS (OF 90664 DEFINED) SELECTED BY ESEL COMMAND. SELECT FOR ITEM=TYPE COMPONENT= IN RANGE 102 TO 102 STEP 1 1 ELEMENTS (OF 90664 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 90700 STEP 1 90664 ELEMENTS (OF 90664 DEFINED) SELECTED BY ESEL COMMAND. SELECT FOR ITEM=TYPE COMPONENT= IN RANGE 101 TO 101 STEP 1 1 ELEMENTS (OF 90664 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 90700 STEP 1 90664 ELEMENTS (OF 90664 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 = 6.469 TIME= 11:00:15 Element shape checking is currently inactive. Issue SHPP,ON or SHPP,WARN to reactivate, if desired. *** NOTE *** CP = 7.078 TIME= 11:00:16 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\Scr6\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 11:00:16 JUL 17, 2012 CP= 7.359 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 = 7.500 TIME= 11:00:16 Material number 90 (used by element 46325 ) 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 = 7.844 TIME= 11:00:16 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\Scr6\file.err ) for these warning messages. *** NOTE *** CP = 7.844 TIME= 11:00:16 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 = 8.031 TIME= 11:00:16 Internal nodes from 75169 to 75256 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 = 11.875 TIME= 11:00:19 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 = 11.875 TIME= 11:00:19 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 0.55669E-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 = 11.875 TIME= 11:00:19 Max. Initial penetration 1.776356839E-15 was detected between contact element 48041 and target element 49976. **************************************** *** NOTE *** CP = 11.875 TIME= 11:00:19 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 0.55669E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.15918 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 1.5918 User defined pinball region PINB 2.0000 *WARNING*: Initial penetration is included. Rough contact is defined. *** NOTE *** CP = 11.875 TIME= 11:00:19 Max. Initial penetration 1.776356839E-15 was detected between contact element 49735 and target element 46442. **************************************** *** NOTE *** CP = 11.875 TIME= 11:00:19 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 0.55669E-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 = 11.875 TIME= 11:00:19 Max. Initial penetration 3.552713679E-15 was detected between contact element 52778 and target element 53668. **************************************** *** NOTE *** CP = 11.875 TIME= 11:00:19 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 0.55669E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.15918 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 1.5918 User defined pinball region PINB 2.0000 *WARNING*: Initial penetration is included. Rough contact is defined. *** NOTE *** CP = 11.875 TIME= 11:00:19 Max. Initial penetration 1.776356839E-15 was detected between contact element 53481 and target element 51281. **************************************** *** NOTE *** CP = 11.875 TIME= 11:00:19 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 0.55669E-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 = 11.875 TIME= 11:00:19 Max. Initial penetration 3.552713679E-15 was detected between contact element 56220 and target element 57424. **************************************** *** NOTE *** CP = 11.875 TIME= 11:00:19 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 0.55669E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.15918 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 1.5918 User defined pinball region PINB 2.0000 *WARNING*: Initial penetration is included. Rough contact is defined. *** NOTE *** CP = 11.875 TIME= 11:00:19 Max. Initial penetration 1.776356839E-15 was detected between contact element 57227 and target element 54526. **************************************** *** NOTE *** CP = 11.875 TIME= 11:00:19 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 0.55669E-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 = 11.875 TIME= 11:00:19 Max. Initial penetration 3.552713679E-15 was detected between contact element 60254 and target element 61213. **************************************** *** NOTE *** CP = 11.875 TIME= 11:00:19 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 0.55669E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.15918 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 1.5918 User defined pinball region PINB 2.0000 *WARNING*: Initial penetration is included. Rough contact is defined. *** NOTE *** CP = 11.875 TIME= 11:00:19 Max. Initial penetration 1.776356839E-15 was detected between contact element 60973 and target element 58763. **************************************** *** NOTE *** CP = 11.875 TIME= 11:00:19 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 0.55669E-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 = 11.875 TIME= 11:00:19 Max. Initial penetration 1.776356839E-15 was detected between contact element 63058 and target element 65071. **************************************** *** NOTE *** CP = 11.875 TIME= 11:00:19 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 0.55669E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.15918 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 1.5918 User defined pinball region PINB 2.0000 *WARNING*: Initial penetration is included. Rough contact is defined. *** NOTE *** CP = 11.875 TIME= 11:00:19 Max. Initial penetration 1.776356839E-15 was detected between contact element 64719 and target element 61393. **************************************** *** NOTE *** CP = 11.875 TIME= 11:00:19 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 0.55669E-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 = 11.875 TIME= 11:00:19 Max. Initial penetration 3.552713679E-15 was detected between contact element 67275 and target element 68709. **************************************** *** NOTE *** CP = 11.875 TIME= 11:00:19 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 0.55669E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.15918 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 1.5918 User defined pinball region PINB 2.0000 *WARNING*: Initial penetration is included. Rough contact is defined. *** NOTE *** CP = 11.875 TIME= 11:00:19 Max. Initial penetration 1.776356839E-15 was detected between contact element 68465 and target element 66244. **************************************** *** NOTE *** CP = 11.875 TIME= 11:00:19 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 0.55669E-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 = 11.875 TIME= 11:00:19 Max. Initial penetration 1.776356839E-15 was detected between contact element 70534 and target element 72441. **************************************** *** NOTE *** CP = 11.875 TIME= 11:00:19 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 0.55669E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.15918 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 1.5918 User defined pinball region PINB 2.0000 *WARNING*: Initial penetration is included. Rough contact is defined. *** NOTE *** CP = 11.875 TIME= 11:00:19 Max. Initial penetration 1.776356839E-15 was detected between contact element 72211 and target element 68874. **************************************** *** NOTE *** CP = 11.875 TIME= 11:00:19 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 0.55669E-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 = 11.875 TIME= 11:00:19 Max. Initial penetration 1.776356839E-15 was detected between contact element 74709 and target element 76268. **************************************** *** NOTE *** CP = 11.875 TIME= 11:00:19 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 0.55669E-01 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.15918 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 1.5918 User defined pinball region PINB 2.0000 *WARNING*: Initial penetration is included. Rough contact is defined. *** NOTE *** CP = 11.875 TIME= 11:00:19 Max. Initial penetration 1.776356839E-15 was detected between contact element 75957 and target element 73726. **************************************** *** NOTE *** CP = 11.875 TIME= 11:00:19 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 = 11.875 TIME= 11:00:19 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 0.55669E-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 = 11.875 TIME= 11:00:19 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 = 11.875 TIME= 11:00:19 Min. Initial gap 25 was detected between contact element 78007 and target element 81399. The gap is closed due to initial adjustment. **************************************** *** NOTE *** CP = 11.875 TIME= 11:00:19 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 0.55669E-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 = 11.875 TIME= 11:00:19 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 = 11.875 TIME= 11:00:19 Min. Initial gap 25 was detected between contact element 79703 and target element 76311. The gap is closed due to initial adjustment. **************************************** *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74701 which connects to other element 46325. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74702 which connects to other element 46325. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74703 which connects to other element 46326. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74704 which connects to other element 46326. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74705 which connects to other element 46327. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74706 which connects to other element 46327. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74707 which connects to other element 46328. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74708 which connects to other element 46328. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74709 which connects to other element 46329. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74710 which connects to other element 46329. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74711 which connects to other element 46330. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74712 which connects to other element 46330. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74713 which connects to other element 46331. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74714 which connects to other element 46331. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74715 which connects to other element 46332. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74716 which connects to other element 46332. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74718 which connects to other element 46333. 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 72918). *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74720 which connects to other element 46334. 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 74700). *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74722 which connects to other element 46335. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74724 which connects to other element 46336. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74726 which connects to other element 46337. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74728 which connects to other element 46338. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74730 which connects to other element 46339. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74732 which connects to other element 46340. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74734 which connects to other element 46341. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** NOTE *** CP = 11.875 TIME= 11:00:19 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 74736 which connects to other element 46342. Internal MPC will be built. The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ *** WARNING *** CP = 11.875 TIME= 11:00:19 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 74700). **************************************** *** NOTE *** CP = 11.922 TIME= 11:00:19 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. *** WARNING *** CP = 12.109 TIME= 11:00:19 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 12.109 TIME= 11:00:19 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 12.109 TIME= 11:00:19 255 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 33228 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 48041 and target element 49976. 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 1.39511111E-16. Max. Normal stiffness 5.566939247E-02. Min. Normal stiffness 5.566939247E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 20 Max. Penetration of -1.776356839E-15 has been detected between contact element 49735 and target element 46442. 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 1.413365445E-16. Max. Normal stiffness 5.566939247E-02. Min. Normal stiffness 5.566939247E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 21 Max. Penetration of -3.552713679E-15 has been detected between contact element 52778 and target element 53668. 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 53369 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 1.977774121E-16. Max. Normal stiffness 5.566939247E-02. Min. Normal stiffness 5.566939247E-02. Max. Tangential stiffness 5.566939247E-02. Min. Tangential stiffness 5.566939247E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 22 Max. Penetration of -1.776356839E-15 has been detected between contact element 53481 and target element 51281. 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 53603 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 1.413365445E-16. Max. Normal stiffness 5.566939247E-02. Min. Normal stiffness 5.566939247E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 23 Max. Penetration of -3.552713679E-15 has been detected between contact element 56220 and target element 57424. 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 57129 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 1.977774121E-16. Max. Normal stiffness 5.566939247E-02. Min. Normal stiffness 5.566939247E-02. Max. Tangential stiffness 5.566939247E-02. Min. Tangential stiffness 5.566939247E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 24 Max. Penetration of -1.776356839E-15 has been detected between contact element 57227 and target element 54526. 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 57391 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 1.413365445E-16. Max. Normal stiffness 5.566939247E-02. Min. Normal stiffness 5.566939247E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 25 Max. Penetration of -3.552713679E-15 has been detected between contact element 60254 and target element 61213. 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 1.977774121E-16. Max. Normal stiffness 5.566939247E-02. Min. Normal stiffness 5.566939247E-02. Max. Tangential stiffness 5.566939247E-02. Min. Tangential stiffness 5.566939247E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 26 Max. Penetration of -1.776356839E-15 has been detected between contact element 60973 and target element 58763. 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 1.413365445E-16. Max. Normal stiffness 5.566939247E-02. Min. Normal stiffness 5.566939247E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 27 Max. Penetration of -1.776356839E-15 has been detected between contact element 63058 and target element 65071. 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 1.39511111E-16. Max. Normal stiffness 5.566939247E-02. Min. Normal stiffness 5.566939247E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 28 Max. Penetration of -1.776356839E-15 has been detected between contact element 64719 and target element 61393. 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 1.413365445E-16. Max. Normal stiffness 5.566939247E-02. Min. Normal stiffness 5.566939247E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 29 Max. Penetration of -3.552713679E-15 has been detected between contact element 67275 and target element 68709. 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 1.977774121E-16. Max. Normal stiffness 5.566939247E-02. Min. Normal stiffness 5.566939247E-02. Max. Tangential stiffness 5.566939247E-02. Min. Tangential stiffness 5.566939247E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 30 Max. Penetration of -1.776356839E-15 has been detected between contact element 68465 and target element 66244. 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 1.413365445E-16. Max. Normal stiffness 5.566939247E-02. Min. Normal stiffness 5.566939247E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 31 Max. Penetration of -1.776356839E-15 has been detected between contact element 70534 and target element 72441. 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 1.39511111E-16. Max. Normal stiffness 5.566939247E-02. Min. Normal stiffness 5.566939247E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 32 Max. Penetration of -1.776356839E-15 has been detected between contact element 72211 and target element 68874. 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 1.413365445E-16. Max. Normal stiffness 5.566939247E-02. Min. Normal stiffness 5.566939247E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 33 Max. Penetration of -1.776356839E-15 has been detected between contact element 74709 and target element 76268. 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 1.39511111E-16. Max. Normal stiffness 5.566939247E-02. Min. Normal stiffness 5.566939247E-02. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 34 Max. Penetration of -1.776356839E-15 has been detected between contact element 75957 and target element 73726. 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 1.413365445E-16. Max. Normal stiffness 5.566939247E-02. Min. Normal stiffness 5.566939247E-02. ************************************************* *** NOTE *** CP = 27.438 TIME= 11:00:25 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 = 27.438 TIME= 11:00:25 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 = 0.64398E-03 MOM. OF INERTIA MOM. OF INERTIA CENTER OF MASS ABOUT ORIGIN ABOUT CENTER OF MASS XC = 22.072 IXX = 3.051 IXX = 1.235 YC = 9.1251 IYY = 3.407 IYY = 1.330 ZC = 52.327 IZZ = 0.9279 IZZ = 0.5606 IXY = -0.2006 IXY = -0.7086E-01 IYZ = -0.3783 IYZ = -0.7085E-01 IZX = -0.7800 IZX = -0.3620E-01 *** MASS SUMMARY BY ELEMENT TYPE *** TYPE MASS 1 0.247778E-04 2 0.164009E-04 3 0.153900E-03 4 0.247778E-04 5 0.164009E-04 6 0.247778E-04 7 0.164009E-04 8 0.247778E-04 9 0.164009E-04 10 0.247778E-04 11 0.164009E-04 12 0.247778E-04 13 0.164009E-04 14 0.247778E-04 15 0.164009E-04 16 0.247778E-04 17 0.164009E-04 18 0.160650E-03 Range of element maximum matrix coefficients in global coordinates Maximum = 1886189.57 at element 33610. Minimum = 2.225637314E-39 at element 90700. *** WARNING *** CP = 27.734 TIME= 11:00:27 Coefficient ratio exceeds 1.0e8 - Check results. *** ELEMENT MATRIX FORMULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 3505 SOLID187 2.547 0.000727 2 1857 SOLID187 1.359 0.000732 3 1696 SHELL181 0.828 0.000488 4 3505 SOLID187 2.562 0.000731 5 1857 SOLID187 1.312 0.000707 6 3505 SOLID187 2.656 0.000758 7 1857 SOLID187 1.203 0.000648 8 3505 SOLID187 2.578 0.000736 9 1857 SOLID187 1.297 0.000698 10 3505 SOLID187 2.125 0.000606 11 1857 SOLID187 1.391 0.000749 12 3505 SOLID187 2.172 0.000620 13 1857 SOLID187 1.281 0.000690 14 3505 SOLID187 2.625 0.000749 15 1857 SOLID187 1.234 0.000665 16 3505 SOLID187 2.719 0.000776 17 1857 SOLID187 1.312 0.000707 18 1696 SHELL181 0.922 0.000544 19 1873 CONTA174 0.750 0.000400 20 1873 TARGE170 0.297 0.000159 21 1873 CONTA174 0.766 0.000409 22 1873 TARGE170 0.250 0.000133 23 1873 CONTA174 0.672 0.000359 24 1873 TARGE170 0.031 0.000017 25 1873 CONTA174 0.641 0.000342 26 1873 TARGE170 0.016 0.000008 27 1873 CONTA174 0.781 0.000417 28 1873 TARGE170 0.156 0.000083 29 1873 CONTA174 0.672 0.000359 30 1873 TARGE170 0.188 0.000100 31 1873 CONTA174 0.844 0.000450 32 1873 TARGE170 0.188 0.000100 33 1873 CONTA174 0.578 0.000309 34 1873 TARGE170 0.125 0.000067 35 3392 CONTA174 1.844 0.000544 36 3392 TARGE170 0.359 0.000106 37 1696 SURF154 0.516 0.000304 38 200 CONTA174 0.000 0.000000 39 1 TARGE170 0.000 0.000000 40 126 CONTA174 0.047 0.000372 41 1 TARGE170 0.000 0.000000 42 200 CONTA174 0.000 0.000000 43 1 TARGE170 0.000 0.000000 44 126 CONTA174 0.047 0.000372 45 1 TARGE170 0.000 0.000000 46 200 CONTA174 0.047 0.000234 47 1 TARGE170 0.000 0.000000 48 126 CONTA174 0.000 0.000000 49 1 TARGE170 0.000 0.000000 50 200 CONTA174 0.109 0.000547 51 1 TARGE170 0.000 0.000000 52 126 CONTA174 0.000 0.000000 53 1 TARGE170 0.000 0.000000 54 200 CONTA174 0.094 0.000469 55 1 TARGE170 0.000 0.000000 56 126 CONTA174 0.031 0.000248 57 1 TARGE170 0.000 0.000000 58 200 CONTA174 0.094 0.000469 59 1 TARGE170 0.000 0.000000 60 126 CONTA174 0.047 0.000372 61 1 TARGE170 0.000 0.000000 62 200 CONTA174 0.047 0.000234 63 1 TARGE170 0.000 0.000000 64 126 CONTA174 0.094 0.000744 65 1 TARGE170 0.000 0.000000 66 200 CONTA174 0.000 0.000000 67 1 TARGE170 0.000 0.000000 68 126 CONTA174 0.016 0.000124 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 0.078 0.000237 75 1 TARGE170 0.000 0.000000 76 330 CONTA174 0.094 0.000284 77 1 TARGE170 0.000 0.000000 78 330 CONTA174 0.094 0.000284 79 1 TARGE170 0.000 0.000000 80 330 CONTA174 0.156 0.000473 81 1 TARGE170 0.000 0.000000 82 330 CONTA174 0.094 0.000284 83 1 TARGE170 0.000 0.000000 84 330 CONTA174 0.031 0.000095 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 11.297 0.026150 Time at end of element matrix formulation CP = 27.75. 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 = 0.5188E-03 CRITERION= 0.5102E-04 SPARSE MATRIX DIRECT SOLVER. Number of equations = 200820, Maximum wavefront = 7122 *** NOTE *** CP = 33.766 TIME= 11:00:38 The initial memory allocation (-m) has been exceeded. Supplemental memory allocations are being used. Memory allocated for solver = 855.796 MB Memory required for in-core = 740.949 MB Optimal memory required for out-of-core = 97.314 MB Minimum memory required for out-of-core = 87.773 MB *** NOTE *** CP = 33.984 TIME= 11:00:39 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 = 33.984 TIME= 11:00:39 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= 6.768967867E+15 at node 74734 ROTZ. Sparse solver minimum pivot= -8.968773388E+11 at node 28693 UX. Sparse solver minimum pivot in absolute value= 6.19062579 at node 74693 UZ. *** WARNING *** CP = 62.266 TIME= 11:00:47 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 50.76 CRITERION= 0.8729E-01 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.746 LINE SEARCH PARAMETER = 0.2493 SCALED MAX DOF INC = -0.4352 6 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 797.9 CRITERION= 0.8881E-01 MOMENT CONVERGENCE VALUE = 145.2 CRITERION= 2.348 *** WARNING *** CP = 134.047 TIME= 11:01:18 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 88.43 CRITERION= 0.1468 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.735 LINE SEARCH PARAMETER = 0.8067 SCALED MAX DOF INC = -2.207 7 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 1573. CRITERION= 0.3145 MOMENT CONVERGENCE VALUE = 272.8 CRITERION= 11.30 *** WARNING *** CP = 192.000 TIME= 11:01:46 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 11.84 CRITERION= 0.1468 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4840 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4840 2 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 498.6 CRITERION= 0.4483 MOMENT CONVERGENCE VALUE = 79.44 CRITERION= 17.00 *** WARNING *** CP = 249.891 TIME= 11:02:11 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 2.771 CRITERION= 0.1468 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1170 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1170 2 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 99.88 CRITERION= 0.5965 MOMENT CONVERGENCE VALUE = 38.88 CRITERION= 24.02 *** WARNING *** CP = 306.781 TIME= 11:02:38 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.339 CRITERION= 0.1468 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4235E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4235E-01 2 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 166.9 CRITERION= 0.7037 MOMENT CONVERGENCE VALUE = 74.96 CRITERION= 31.80 *** WARNING *** CP = 363.500 TIME= 11:03:02 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4416 CRITERION= 0.1468 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1467E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1467E-01 FORCE CONVERGENCE VALUE = 18.92 CRITERION= 0.8291 MOMENT CONVERGENCE VALUE = 5.501 CRITERION= 39.84 <<< CONVERGED *** WARNING *** CP = 420.672 TIME= 11:03:29 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3277 CRITERION= 0.1468 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1364E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1364E-01 FORCE CONVERGENCE VALUE = 12.73 CRITERION= 0.9705 MOMENT CONVERGENCE VALUE = 7.280 CRITERION= 48.18 <<< CONVERGED *** WARNING *** CP = 476.297 TIME= 11:03:54 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6358E-01 CRITERION= 0.1468 <<< CONVERGED EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5955E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5955E-02 FORCE CONVERGENCE VALUE = 0.2893 CRITERION= 1.122 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1360 CRITERION= 56.83 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 8 *** ELEMENT RESULT CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 3505 SOLID187 1.922 0.000548 2 1857 SOLID187 1.094 0.000589 3 1696 SHELL181 1.344 0.000792 4 3505 SOLID187 1.953 0.000557 5 1857 SOLID187 1.078 0.000581 6 3505 SOLID187 2.000 0.000571 7 1857 SOLID187 1.109 0.000597 8 3505 SOLID187 2.047 0.000584 9 1857 SOLID187 1.219 0.000656 10 3505 SOLID187 2.062 0.000588 11 1857 SOLID187 1.141 0.000614 12 3505 SOLID187 2.406 0.000687 13 1857 SOLID187 1.000 0.000539 14 3505 SOLID187 2.109 0.000602 15 1857 SOLID187 0.750 0.000404 16 3505 SOLID187 2.062 0.000588 17 1857 SOLID187 0.797 0.000429 18 1696 SHELL181 1.391 0.000820 19 1873 CONTA174 0.297 0.000159 20 1873 TARGE170 0.031 0.000017 21 1873 CONTA174 0.328 0.000175 22 1873 TARGE170 0.094 0.000050 23 1873 CONTA174 0.516 0.000275 24 1873 TARGE170 0.125 0.000067 25 1873 CONTA174 0.312 0.000167 26 1873 TARGE170 0.094 0.000050 27 1873 CONTA174 0.172 0.000092 28 1873 TARGE170 0.203 0.000108 29 1873 CONTA174 0.219 0.000117 30 1873 TARGE170 0.047 0.000025 31 1873 CONTA174 0.344 0.000184 32 1873 TARGE170 0.094 0.000050 33 1873 CONTA174 0.250 0.000133 34 1873 TARGE170 0.062 0.000033 35 3392 CONTA174 1.359 0.000401 36 3392 TARGE170 0.156 0.000046 37 1696 SURF154 0.469 0.000276 38 200 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 42 200 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 46 200 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 50 200 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 54 200 CONTA174 0.000 0.000000 55 1 TARGE170 0.000 0.000000 56 126 CONTA174 0.047 0.000372 57 1 TARGE170 0.000 0.000000 58 200 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 62 200 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 66 200 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 0.047 0.000142 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 0.047 0.000142 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 *** NODAL LOAD CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 3505 SOLID187 0.016 0.000004 2 1857 SOLID187 0.000 0.000000 3 1696 SHELL181 0.109 0.000064 4 3505 SOLID187 0.000 0.000000 5 1857 SOLID187 0.047 0.000025 6 3505 SOLID187 0.016 0.000004 7 1857 SOLID187 0.000 0.000000 8 3505 SOLID187 0.062 0.000018 9 1857 SOLID187 0.031 0.000017 10 3505 SOLID187 0.047 0.000013 11 1857 SOLID187 0.047 0.000025 12 3505 SOLID187 0.016 0.000004 13 1857 SOLID187 0.031 0.000017 14 3505 SOLID187 0.016 0.000004 15 1857 SOLID187 0.062 0.000034 16 3505 SOLID187 0.094 0.000027 17 1857 SOLID187 0.016 0.000008 18 1696 SHELL181 0.141 0.000083 19 1873 CONTA174 0.047 0.000025 20 1873 TARGE170 0.047 0.000025 21 1873 CONTA174 0.031 0.000017 22 1873 TARGE170 0.047 0.000025 23 1873 CONTA174 0.078 0.000042 24 1873 TARGE170 0.062 0.000033 25 1873 CONTA174 0.047 0.000025 26 1873 TARGE170 0.016 0.000008 27 1873 CONTA174 0.125 0.000067 28 1873 TARGE170 0.031 0.000017 29 1873 CONTA174 0.172 0.000092 30 1873 TARGE170 0.094 0.000050 31 1873 CONTA174 0.000 0.000000 32 1873 TARGE170 0.047 0.000025 33 1873 CONTA174 0.016 0.000008 34 1873 TARGE170 0.000 0.000000 35 3392 CONTA174 0.047 0.000014 36 3392 TARGE170 0.141 0.000041 37 1696 SURF154 0.062 0.000037 38 200 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 42 200 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 46 200 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 50 200 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 54 200 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 58 200 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 62 200 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 66 200 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 = 509.656 TIME= 11:04:08 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. 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 = 0.2448E+05 CRITERION= 1.914 MOMENT CONVERGENCE VALUE = 4081. CRITERION= 96.65 *** WARNING *** CP = 556.234 TIME= 11:04:32 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 61.16 CRITERION= 0.1468 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 2.061 LINE SEARCH PARAMETER = 0.9630 SCALED MAX DOF INC = 1.985 7 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 923.1 CRITERION= 2.073 MOMENT CONVERGENCE VALUE = 121.2 CRITERION= 98.19 *** WARNING *** CP = 612.062 TIME= 11:04:57 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 2.864 CRITERION= 0.1468 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9302E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9302E-01 3 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 275.9 CRITERION= 2.034 MOMENT CONVERGENCE VALUE = 77.08 CRITERION= 100.5 <<< CONVERGED *** WARNING *** CP = 669.016 TIME= 11:05:23 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6393 CRITERION= 0.1468 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5610E-01 LINE SEARCH PARAMETER = 0.9987 SCALED MAX DOF INC = -0.5603E-01 FORCE CONVERGENCE VALUE = 23.66 CRITERION= 2.056 MOMENT CONVERGENCE VALUE = 6.415 CRITERION= 102.4 <<< CONVERGED *** WARNING *** CP = 726.000 TIME= 11:05:48 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2440 CRITERION= 0.1468 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2784E-01 LINE SEARCH PARAMETER = 0.9738 SCALED MAX DOF INC = 0.2711E-01 FORCE CONVERGENCE VALUE = 3.357 CRITERION= 2.099 MOMENT CONVERGENCE VALUE = 1.760 CRITERION= 104.5 <<< CONVERGED *** WARNING *** CP = 781.469 TIME= 11:06:13 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1060 CRITERION= 0.1468 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2109E-01 LINE SEARCH PARAMETER = 0.5369 SCALED MAX DOF INC = -0.1132E-01 FORCE CONVERGENCE VALUE = 1.622 CRITERION= 2.142 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8992 CRITERION= 106.6 <<< 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 = 823.688 TIME= 11:06:30 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. 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 = 0.2955E+05 CRITERION= 3.419 MOMENT CONVERGENCE VALUE = 6541. CRITERION= 170.5 *** WARNING *** CP = 876.422 TIME= 11:06:54 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 36.20 CRITERION= 0.1468 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 1.228 LINE SEARCH PARAMETER = 0.9814 SCALED MAX DOF INC = 1.205 5 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 552.9 CRITERION= 3.676 MOMENT CONVERGENCE VALUE = 104.9 CRITERION= 171.3 <<< CONVERGED *** WARNING *** CP = 934.766 TIME= 11:07:20 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 3.030 CRITERION= 0.1468 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8373E-01 LINE SEARCH PARAMETER = 0.7275 SCALED MAX DOF INC = -0.6091E-01 3 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 563.0 CRITERION= 3.654 MOMENT CONVERGENCE VALUE = 53.53 CRITERION= 174.9 <<< CONVERGED *** WARNING *** CP = 992.797 TIME= 11:07:45 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.370 CRITERION= 0.1468 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4277E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4277E-01 2 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 198.3 CRITERION= 3.689 MOMENT CONVERGENCE VALUE = 59.19 CRITERION= 178.4 <<< CONVERGED *** WARNING *** CP = 1051.156 TIME= 11:08:11 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3401 CRITERION= 0.1468 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2494E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2494E-01 FORCE CONVERGENCE VALUE = 11.45 CRITERION= 3.759 MOMENT CONVERGENCE VALUE = 3.663 CRITERION= 182.0 <<< CONVERGED *** WARNING *** CP = 1109.531 TIME= 11:08:37 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1418 CRITERION= 0.1468 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2489E-01 LINE SEARCH PARAMETER = 0.9554 SCALED MAX DOF INC = 0.2378E-01 FORCE CONVERGENCE VALUE = 0.8554 CRITERION= 3.836 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7171 CRITERION= 185.7 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 1 SUBSTEP 3 COMPLETED. CUM ITER = 18 *** TIME = 0.700000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 1143.203 TIME= 11:08:50 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. 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 = 0.1757E+05 CRITERION= 5.007 MOMENT CONVERGENCE VALUE = 4460. CRITERION= 240.3 *** WARNING *** CP = 1191.547 TIME= 11:09:15 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 5.505 CRITERION= 0.1468 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2836 LINE SEARCH PARAMETER = 0.9527 SCALED MAX DOF INC = 0.2702 4 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 820.1 CRITERION= 5.146 MOMENT CONVERGENCE VALUE = 199.5 CRITERION= 244.3 <<< CONVERGED *** WARNING *** CP = 1252.484 TIME= 11:09:42 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8781 CRITERION= 0.1468 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5131E-01 LINE SEARCH PARAMETER = 0.7592 SCALED MAX DOF INC = -0.3895E-01 2 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 216.9 CRITERION= 5.228 MOMENT CONVERGENCE VALUE = 65.88 CRITERION= 249.3 <<< CONVERGED *** WARNING *** CP = 1311.891 TIME= 11:10:08 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4894 CRITERION= 0.1468 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2173E-01 LINE SEARCH PARAMETER = 0.9979 SCALED MAX DOF INC = 0.2168E-01 FORCE CONVERGENCE VALUE = 29.07 CRITERION= 5.325 MOMENT CONVERGENCE VALUE = 21.12 CRITERION= 254.4 <<< CONVERGED *** WARNING *** CP = 1371.422 TIME= 11:10:34 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1407 CRITERION= 0.1468 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2118E-01 LINE SEARCH PARAMETER = 0.9132 SCALED MAX DOF INC = -0.1934E-01 FORCE CONVERGENCE VALUE = 2.810 CRITERION= 5.434 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.162 CRITERION= 259.6 <<< CONVERGED *** WARNING *** CP = 1431.109 TIME= 11:11:00 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1060 CRITERION= 0.1468 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1882E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1882E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 1 SUBSTEP 4 COMPLETED. CUM ITER = 23 *** TIME = 1.00000 TIME INC = 0.300000 *** ANSYS BINARY FILE STATISTICS BUFFER SIZE USED= 16384 6.875 MB WRITTEN ON ELEMENT MATRIX FILE: file.emat 244.812 MB WRITTEN ON ELEMENT SAVED DATA FILE: file.esav 115.500 MB WRITTEN ON ASSEMBLED MATRIX FILE: file.full 492.938 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 = 1475.109 TIME= 11:11:18 Material number 90 (used by element 46325 ) 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 = 1475.828 TIME= 11:11:19 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\Scr6\file.err ) for these warning messages. *** NOTE *** CP = 1475.828 TIME= 11:11:19 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 11:11:20 JUL 17, 2012 CP= 1477.828 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 = 1478.359 TIME= 11:11:20 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 = 1478.609 TIME= 11:11:21 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 1478.609 TIME= 11:11:21 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 1478.609 TIME= 11:11:21 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 6.987 CRITERION= 5.013 MOMENT CONVERGENCE VALUE = 0.3953 CRITERION= 239.5 *** WARNING *** CP = 1527.516 TIME= 11:12:07 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 20.06 CRITERION= 0.2206 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6630 LINE SEARCH PARAMETER = 0.9999 SCALED MAX DOF INC = 0.6630 7 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 792.1 CRITERION= 5.236 MOMENT CONVERGENCE VALUE = 67.52 CRITERION= 243.5 <<< CONVERGED *** WARNING *** CP = 1586.516 TIME= 11:12:32 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.194 CRITERION= 0.2206 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4775E-01 LINE SEARCH PARAMETER = 0.8387 SCALED MAX DOF INC = 0.4005E-01 2 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 146.1 CRITERION= 5.329 MOMENT CONVERGENCE VALUE = 8.945 CRITERION= 249.2 <<< CONVERGED *** WARNING *** CP = 1645.125 TIME= 11:13:00 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4381 CRITERION= 0.2206 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3443E-01 LINE SEARCH PARAMETER = 0.9817 SCALED MAX DOF INC = 0.3380E-01 FORCE CONVERGENCE VALUE = 10.47 CRITERION= 5.439 MOMENT CONVERGENCE VALUE = 2.114 CRITERION= 254.2 <<< CONVERGED *** WARNING *** CP = 1703.156 TIME= 11:13:25 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1084 CRITERION= 0.2206 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1366E-01 LINE SEARCH PARAMETER = 0.7537 SCALED MAX DOF INC = -0.1030E-01 FORCE CONVERGENCE VALUE = 2.844 CRITERION= 5.552 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4125 CRITERION= 259.4 <<< CONVERGED *** WARNING *** CP = 1761.297 TIME= 11:13:53 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6566E-01 CRITERION= 0.2206 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1137E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1137E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 2 SUBSTEP 1 COMPLETED. CUM ITER = 28 *** TIME = 1.20000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 1802.797 TIME= 11:14:08 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. 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 = 2316. CRITERION= 5.242 MOMENT CONVERGENCE VALUE = 194.1 CRITERION= 238.8 *** WARNING *** CP = 1850.969 TIME= 11:14:37 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 23.13 CRITERION= 0.2206 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7919 LINE SEARCH PARAMETER = 0.9902 SCALED MAX DOF INC = -0.7841 3 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 310.4 CRITERION= 5.191 MOMENT CONVERGENCE VALUE = 70.18 CRITERION= 244.8 <<< CONVERGED *** WARNING *** CP = 1908.391 TIME= 11:15:09 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 2.667 CRITERION= 0.2206 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7002E-01 LINE SEARCH PARAMETER = 0.8514 SCALED MAX DOF INC = -0.5962E-01 4 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 435.2 CRITERION= 5.318 MOMENT CONVERGENCE VALUE = 54.55 CRITERION= 249.7 <<< CONVERGED *** WARNING *** CP = 1965.281 TIME= 11:15:34 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7106 CRITERION= 0.2206 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3256E-01 LINE SEARCH PARAMETER = 0.9622 SCALED MAX DOF INC = 0.3133E-01 FORCE CONVERGENCE VALUE = 52.02 CRITERION= 5.429 MOMENT CONVERGENCE VALUE = 9.600 CRITERION= 254.8 <<< CONVERGED *** WARNING *** CP = 2023.953 TIME= 11:16:02 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2213 CRITERION= 0.2206 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1403E-01 LINE SEARCH PARAMETER = 0.9493 SCALED MAX DOF INC = 0.1331E-01 FORCE CONVERGENCE VALUE = 6.482 CRITERION= 5.538 MOMENT CONVERGENCE VALUE = 1.251 CRITERION= 260.0 <<< CONVERGED *** WARNING *** CP = 2081.141 TIME= 11:16:28 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9718E-01 CRITERION= 0.2206 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1472E-01 LINE SEARCH PARAMETER = 0.5311 SCALED MAX DOF INC = -0.7821E-02 FORCE CONVERGENCE VALUE = 3.075 CRITERION= 5.651 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5774 CRITERION= 265.3 <<< CONVERGED *** WARNING *** CP = 2147.656 TIME= 11:16:59 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4869E-01 CRITERION= 0.2206 <<< CONVERGED EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7395E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7395E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** 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 = 2189.344 TIME= 11:17:15 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. 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 = 450.8 CRITERION= 5.092 MOMENT CONVERGENCE VALUE = 33.60 CRITERION= 240.6 *** WARNING *** CP = 2238.766 TIME= 11:18:00 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 6.864 CRITERION= 0.2206 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2561 LINE SEARCH PARAMETER = 0.9928 SCALED MAX DOF INC = 0.2542 2 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 97.14 CRITERION= 5.235 MOMENT CONVERGENCE VALUE = 6.980 CRITERION= 245.3 <<< CONVERGED *** WARNING *** CP = 2296.875 TIME= 11:18:27 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5858 CRITERION= 0.2206 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2586E-01 LINE SEARCH PARAMETER = 0.8815 SCALED MAX DOF INC = -0.2280E-01 FORCE CONVERGENCE VALUE = 27.86 CRITERION= 5.340 MOMENT CONVERGENCE VALUE = 2.314 CRITERION= 250.3 <<< CONVERGED *** WARNING *** CP = 2355.062 TIME= 11:18:57 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1414 CRITERION= 0.2206 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1656E-01 LINE SEARCH PARAMETER = 0.7150 SCALED MAX DOF INC = 0.1184E-01 FORCE CONVERGENCE VALUE = 8.213 CRITERION= 5.449 MOMENT CONVERGENCE VALUE = 0.6813 CRITERION= 255.5 <<< CONVERGED *** WARNING *** CP = 2412.078 TIME= 11:19:26 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1037 CRITERION= 0.2206 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1548E-01 LINE SEARCH PARAMETER = 0.3582 SCALED MAX DOF INC = -0.5544E-02 FORCE CONVERGENCE VALUE = 5.294 CRITERION= 5.561 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4510 CRITERION= 260.7 <<< CONVERGED *** WARNING *** CP = 2477.766 TIME= 11:20:04 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5285E-01 CRITERION= 0.2206 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1020E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1020E-01 >>> 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 = 2518.781 TIME= 11:20:23 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. 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 = 146.8 CRITERION= 5.153 MOMENT CONVERGENCE VALUE = 21.60 CRITERION= 241.1 *** WARNING *** CP = 2566.859 TIME= 11:20:56 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7553 CRITERION= 0.2206 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5887E-01 LINE SEARCH PARAMETER = 0.9328 SCALED MAX DOF INC = -0.5491E-01 FORCE CONVERGENCE VALUE = 10.38 CRITERION= 5.255 MOMENT CONVERGENCE VALUE = 1.304 CRITERION= 246.0 <<< CONVERGED *** WARNING *** CP = 2623.797 TIME= 11:21:42 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1257 CRITERION= 0.2206 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1852E-01 LINE SEARCH PARAMETER = 0.7476 SCALED MAX DOF INC = 0.1384E-01 FORCE CONVERGENCE VALUE = 2.760 CRITERION= 5.362 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3606 CRITERION= 251.1 <<< CONVERGED *** WARNING *** CP = 2681.078 TIME= 11:22:13 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4694E-01 CRITERION= 0.2206 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9620E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9620E-02 >>> 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 = 2715.250 TIME= 11:22:33 Material number 90 (used by element 46325 ) 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 = 2715.984 TIME= 11:22:33 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\Scr6\file.err ) for these warning messages. *** NOTE *** CP = 2715.984 TIME= 11:22:33 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 11:22:34 JUL 17, 2012 CP= 2717.469 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 = 2718.016 TIME= 11:22:35 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 = 2718.281 TIME= 11:22:35 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 2718.281 TIME= 11:22:35 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 2718.281 TIME= 11:22:35 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 0.2102 CRITERION= 5.149 MOMENT CONVERGENCE VALUE = 0.2107E-01 CRITERION= 241.1 *** WARNING *** CP = 2765.547 TIME= 11:23:44 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 4.736 CRITERION= 0.2213 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3451E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3451E-01 FORCE CONVERGENCE VALUE = 29.66 CRITERION= 5.271 MOMENT CONVERGENCE VALUE = 2.998 CRITERION= 246.6 <<< CONVERGED *** WARNING *** CP = 2824.594 TIME= 11:24:12 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1083 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2420E-01 LINE SEARCH PARAMETER = 0.9412 SCALED MAX DOF INC = -0.2278E-01 FORCE CONVERGENCE VALUE = 2.008 CRITERION= 5.379 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2185 CRITERION= 251.6 <<< 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 = 2860.281 TIME= 11:24:25 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 70.14 CRITERION= 5.183 MOMENT CONVERGENCE VALUE = 8.330 CRITERION= 242.1 *** WARNING *** CP = 2908.609 TIME= 11:25:09 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2409 CRITERION= 0.2213 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3575E-01 LINE SEARCH PARAMETER = 0.9654 SCALED MAX DOF INC = -0.3451E-01 FORCE CONVERGENCE VALUE = 2.638 CRITERION= 5.288 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5672 CRITERION= 247.0 <<< CONVERGED *** WARNING *** CP = 2965.750 TIME= 11:25:38 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6404E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1395E-01 LINE SEARCH PARAMETER = 0.8591 SCALED MAX DOF INC = 0.1198E-01 FORCE CONVERGENCE VALUE = 0.4175 CRITERION= 5.394 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1008 CRITERION= 252.1 <<< CONVERGED *** WARNING *** CP = 3024.094 TIME= 11:26:04 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5878E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1740E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1740E-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 = 3066.375 TIME= 11:26:22 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 130.6 CRITERION= 5.205 MOMENT CONVERGENCE VALUE = 27.92 CRITERION= 243.0 *** WARNING *** CP = 3117.047 TIME= 11:27:08 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4530 CRITERION= 0.2213 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9005E-01 LINE SEARCH PARAMETER = 0.8668 SCALED MAX DOF INC = 0.7806E-01 FORCE CONVERGENCE VALUE = 17.68 CRITERION= 5.312 MOMENT CONVERGENCE VALUE = 3.719 CRITERION= 247.8 <<< CONVERGED *** WARNING *** CP = 3176.172 TIME= 11:27:43 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9938E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1659E-01 LINE SEARCH PARAMETER = 0.7376 SCALED MAX DOF INC = -0.1223E-01 FORCE CONVERGENCE VALUE = 4.783 CRITERION= 5.422 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.025 CRITERION= 252.9 <<< CONVERGED *** WARNING *** CP = 3233.438 TIME= 11:28:11 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6402E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1383E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1383E-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 = 3275.391 TIME= 11:28:35 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 155.3 CRITERION= 5.236 MOMENT CONVERGENCE VALUE = 19.46 CRITERION= 243.8 *** WARNING *** CP = 3322.844 TIME= 11:29:15 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2463 CRITERION= 0.2213 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6722E-01 LINE SEARCH PARAMETER = 0.7593 SCALED MAX DOF INC = -0.5103E-01 FORCE CONVERGENCE VALUE = 37.46 CRITERION= 5.344 MOMENT CONVERGENCE VALUE = 4.702 CRITERION= 248.7 <<< CONVERGED *** WARNING *** CP = 3380.266 TIME= 11:29:44 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8071E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1766E-01 LINE SEARCH PARAMETER = 0.6925 SCALED MAX DOF INC = -0.1223E-01 FORCE CONVERGENCE VALUE = 11.55 CRITERION= 5.453 MOMENT CONVERGENCE VALUE = 1.432 CRITERION= 253.8 <<< CONVERGED *** WARNING *** CP = 3437.891 TIME= 11:30:23 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7843E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2050E-01 LINE SEARCH PARAMETER = 0.5721 SCALED MAX DOF INC = 0.1173E-01 FORCE CONVERGENCE VALUE = 4.947 CRITERION= 5.564 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6153 CRITERION= 259.0 <<< CONVERGED *** WARNING *** CP = 3502.922 TIME= 11:31:01 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4185E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1030E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1030E-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 = 3546.000 TIME= 11:31:22 Material number 90 (used by element 46325 ) 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 = 3546.469 TIME= 11:31:22 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\Scr6\file.err ) for these warning messages. *** NOTE *** CP = 3546.469 TIME= 11:31:22 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 11:31:23 JUL 17, 2012 CP= 3547.969 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 = 3548.500 TIME= 11:31:24 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 = 3548.734 TIME= 11:31:24 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 3548.734 TIME= 11:31:24 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 3548.734 TIME= 11:31:24 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 0.1692 CRITERION= 5.236 MOMENT CONVERGENCE VALUE = 0.1326E-01 CRITERION= 243.8 *** WARNING *** CP = 3596.719 TIME= 11:31:51 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 4.741 CRITERION= 0.2213 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3420E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3420E-01 FORCE CONVERGENCE VALUE = 32.11 CRITERION= 5.366 MOMENT CONVERGENCE VALUE = 2.658 CRITERION= 249.5 <<< CONVERGED *** WARNING *** CP = 3658.609 TIME= 11:32:45 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1263 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2373E-01 LINE SEARCH PARAMETER = 0.7936 SCALED MAX DOF INC = 0.1883E-01 FORCE CONVERGENCE VALUE = 6.731 CRITERION= 5.475 MOMENT CONVERGENCE VALUE = 0.5940 CRITERION= 254.5 <<< CONVERGED *** WARNING *** CP = 3716.406 TIME= 11:33:17 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3894E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7041E-02 LINE SEARCH PARAMETER = 0.5601 SCALED MAX DOF INC = 0.3944E-02 FORCE CONVERGENCE VALUE = 2.967 CRITERION= 5.587 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2566 CRITERION= 259.6 <<< 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 = 3757.359 TIME= 11:33:43 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 74.93 CRITERION= 5.281 MOMENT CONVERGENCE VALUE = 9.477 CRITERION= 245.0 *** WARNING *** CP = 3805.047 TIME= 11:34:29 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2020 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3420E-01 LINE SEARCH PARAMETER = 0.9118 SCALED MAX DOF INC = 0.3118E-01 FORCE CONVERGENCE VALUE = 6.831 CRITERION= 5.388 MOMENT CONVERGENCE VALUE = 0.8123 CRITERION= 250.0 <<< CONVERGED *** WARNING *** CP = 3862.531 TIME= 11:35:02 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4381E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7583E-02 LINE SEARCH PARAMETER = 0.6945 SCALED MAX DOF INC = -0.5266E-02 FORCE CONVERGENCE VALUE = 2.125 CRITERION= 5.497 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2594 CRITERION= 255.1 <<< CONVERGED *** WARNING *** CP = 3920.250 TIME= 11:35:27 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2720E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7416E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7416E-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 = 3961.266 TIME= 11:35:48 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 131.4 CRITERION= 5.314 MOMENT CONVERGENCE VALUE = 16.25 CRITERION= 246.1 *** WARNING *** CP = 4009.141 TIME= 11:36:37 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2792 CRITERION= 0.2213 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7058E-01 LINE SEARCH PARAMETER = 0.7664 SCALED MAX DOF INC = -0.5409E-01 FORCE CONVERGENCE VALUE = 30.77 CRITERION= 5.426 MOMENT CONVERGENCE VALUE = 3.795 CRITERION= 251.0 <<< CONVERGED *** WARNING *** CP = 4066.578 TIME= 11:37:07 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9347E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1763E-01 LINE SEARCH PARAMETER = 0.8090 SCALED MAX DOF INC = 0.1426E-01 FORCE CONVERGENCE VALUE = 5.925 CRITERION= 5.535 MOMENT CONVERGENCE VALUE = 0.7140 CRITERION= 256.1 <<< CONVERGED *** WARNING *** CP = 4124.922 TIME= 11:37:40 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3478E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8898E-02 LINE SEARCH PARAMETER = 0.4664 SCALED MAX DOF INC = -0.4150E-02 FORCE CONVERGENCE VALUE = 3.169 CRITERION= 5.648 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3778 CRITERION= 261.4 <<< CONVERGED *** WARNING *** CP = 4190.891 TIME= 11:38:14 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2409E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5189E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5189E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 4 SUBSTEP 3 COMPLETED. CUM ITER = 64 *** TIME = 3.70000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 4231.922 TIME= 11:38:39 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. 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 = 161.2 CRITERION= 5.355 MOMENT CONVERGENCE VALUE = 22.67 CRITERION= 247.1 *** WARNING *** CP = 4279.766 TIME= 11:39:10 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2126 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3445E-01 LINE SEARCH PARAMETER = 0.7217 SCALED MAX DOF INC = -0.2486E-01 FORCE CONVERGENCE VALUE = 45.16 CRITERION= 5.465 MOMENT CONVERGENCE VALUE = 6.158 CRITERION= 252.1 <<< CONVERGED *** WARNING *** CP = 4339.000 TIME= 11:39:48 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1304 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3235E-01 LINE SEARCH PARAMETER = 0.6887 SCALED MAX DOF INC = 0.2228E-01 FORCE CONVERGENCE VALUE = 14.11 CRITERION= 5.575 MOMENT CONVERGENCE VALUE = 1.935 CRITERION= 257.2 <<< CONVERGED *** WARNING *** CP = 4404.812 TIME= 11:40:30 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8075E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2074E-01 LINE SEARCH PARAMETER = 0.3033 SCALED MAX DOF INC = -0.6290E-02 FORCE CONVERGENCE VALUE = 9.837 CRITERION= 5.689 MOMENT CONVERGENCE VALUE = 1.350 CRITERION= 262.5 <<< CONVERGED *** WARNING *** CP = 4471.562 TIME= 11:41:09 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5897E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1569E-01 LINE SEARCH PARAMETER = 0.2420 SCALED MAX DOF INC = 0.3796E-02 FORCE CONVERGENCE VALUE = 7.459 CRITERION= 5.805 MOMENT CONVERGENCE VALUE = 1.023 CRITERION= 267.8 <<< CONVERGED *** WARNING *** CP = 4536.578 TIME= 11:41:41 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6737E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1798E-01 LINE SEARCH PARAMETER = 0.1978 SCALED MAX DOF INC = -0.3557E-02 FORCE CONVERGENCE VALUE = 5.985 CRITERION= 5.924 MOMENT CONVERGENCE VALUE = 0.8211 CRITERION= 273.3 <<< CONVERGED *** WARNING *** CP = 4604.047 TIME= 11:42:22 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5599E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1522E-01 LINE SEARCH PARAMETER = 0.7997E-01 SCALED MAX DOF INC = 0.1217E-02 FORCE CONVERGENCE VALUE = 5.507 CRITERION= 6.044 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7554 CRITERION= 278.9 <<< CONVERGED *** WARNING *** CP = 4687.016 TIME= 11:43:08 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5171E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1401E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1401E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7 *** LOAD STEP 4 SUBSTEP 4 COMPLETED. CUM ITER = 71 *** 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 = 4746.156 TIME= 11:43:38 Material number 90 (used by element 46325 ) 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 = 4746.500 TIME= 11:43:38 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\Scr6\file.err ) for these warning messages. *** NOTE *** CP = 4746.500 TIME= 11:43:38 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 11:43:39 JUL 17, 2012 CP= 4748.203 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 = 4748.719 TIME= 11:43:41 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 = 4748.969 TIME= 11:43:41 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 4748.969 TIME= 11:43:41 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 4748.969 TIME= 11:43:41 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 0.2192 CRITERION= 5.354 MOMENT CONVERGENCE VALUE = 0.2142E-01 CRITERION= 247.1 *** WARNING *** CP = 4797.500 TIME= 11:44:19 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 4.741 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 = 32.36 CRITERION= 5.494 MOMENT CONVERGENCE VALUE = 3.525 CRITERION= 252.9 <<< CONVERGED *** WARNING *** CP = 4856.266 TIME= 11:44:52 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2417 CRITERION= 0.2213 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4292E-01 LINE SEARCH PARAMETER = 0.8185 SCALED MAX DOF INC = -0.3513E-01 FORCE CONVERGENCE VALUE = 6.408 CRITERION= 5.606 MOMENT CONVERGENCE VALUE = 0.7287 CRITERION= 258.0 <<< CONVERGED *** WARNING *** CP = 4915.484 TIME= 11:45:17 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6819E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1285E-01 LINE SEARCH PARAMETER = 0.7248 SCALED MAX DOF INC = -0.9311E-02 FORCE CONVERGENCE VALUE = 1.827 CRITERION= 5.719 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2092 CRITERION= 263.3 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 5 SUBSTEP 1 COMPLETED. CUM ITER = 74 *** TIME = 4.20000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 4956.531 TIME= 11:45:38 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 74.87 CRITERION= 5.413 MOMENT CONVERGENCE VALUE = 11.31 CRITERION= 248.6 *** WARNING *** CP = 5005.406 TIME= 11:46:22 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3145 CRITERION= 0.2213 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6695E-01 LINE SEARCH PARAMETER = 0.7585 SCALED MAX DOF INC = 0.5078E-01 FORCE CONVERGENCE VALUE = 18.58 CRITERION= 5.522 MOMENT CONVERGENCE VALUE = 2.936 CRITERION= 253.6 <<< CONVERGED *** WARNING *** CP = 5064.984 TIME= 11:46:46 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1987 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3416E-01 LINE SEARCH PARAMETER = 0.5097 SCALED MAX DOF INC = -0.1741E-01 FORCE CONVERGENCE VALUE = 9.219 CRITERION= 5.634 MOMENT CONVERGENCE VALUE = 1.448 CRITERION= 258.8 <<< CONVERGED *** WARNING *** CP = 5131.891 TIME= 11:47:15 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7459E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1629E-01 LINE SEARCH PARAMETER = 0.7220 SCALED MAX DOF INC = -0.1177E-01 FORCE CONVERGENCE VALUE = 2.586 CRITERION= 5.749 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4116 CRITERION= 264.1 <<< CONVERGED *** WARNING *** CP = 5197.672 TIME= 11:47:43 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9330E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 4 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 4 *** LOAD STEP 5 SUBSTEP 2 COMPLETED. CUM ITER = 78 *** TIME = 4.40000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 5254.844 TIME= 11:48:05 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. 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 = 147.3 CRITERION= 5.454 MOMENT CONVERGENCE VALUE = 29.13 CRITERION= 250.0 *** WARNING *** CP = 5301.672 TIME= 11:48:51 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2881 CRITERION= 0.2213 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7409E-01 LINE SEARCH PARAMETER = 0.8314 SCALED MAX DOF INC = -0.6160E-01 FORCE CONVERGENCE VALUE = 25.29 CRITERION= 5.571 MOMENT CONVERGENCE VALUE = 5.421 CRITERION= 254.8 <<< CONVERGED *** WARNING *** CP = 5359.656 TIME= 11:49:15 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9984E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2340E-01 LINE SEARCH PARAMETER = 0.7635 SCALED MAX DOF INC = 0.1787E-01 FORCE CONVERGENCE VALUE = 6.223 CRITERION= 5.683 MOMENT CONVERGENCE VALUE = 1.368 CRITERION= 260.0 <<< CONVERGED *** WARNING *** CP = 5425.375 TIME= 11:49:50 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5443E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1265E-01 LINE SEARCH PARAMETER = 0.2256 SCALED MAX DOF INC = -0.2853E-02 FORCE CONVERGENCE VALUE = 4.823 CRITERION= 5.798 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.060 CRITERION= 265.3 <<< CONVERGED *** WARNING *** CP = 5490.953 TIME= 11:50:17 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3234E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8304E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.8304E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 5 SUBSTEP 3 COMPLETED. CUM ITER = 82 *** TIME = 4.70000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 5548.094 TIME= 11:50:43 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 154.0 CRITERION= 5.507 MOMENT CONVERGENCE VALUE = 19.97 CRITERION= 251.1 *** WARNING *** CP = 5597.312 TIME= 11:51:36 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3441 CRITERION= 0.2213 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1090 LINE SEARCH PARAMETER = 0.6786 SCALED MAX DOF INC = 0.7395E-01 FORCE CONVERGENCE VALUE = 49.65 CRITERION= 5.618 MOMENT CONVERGENCE VALUE = 6.479 CRITERION= 256.1 <<< CONVERGED *** WARNING *** CP = 5655.859 TIME= 11:52:04 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1154 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2032E-01 LINE SEARCH PARAMETER = 0.5891 SCALED MAX DOF INC = 0.1197E-01 FORCE CONVERGENCE VALUE = 20.50 CRITERION= 5.733 MOMENT CONVERGENCE VALUE = 2.670 CRITERION= 261.3 <<< CONVERGED *** WARNING *** CP = 5721.719 TIME= 11:52:37 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8248E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1251E-01 LINE SEARCH PARAMETER = 0.3185 SCALED MAX DOF INC = -0.3985E-02 FORCE CONVERGENCE VALUE = 13.99 CRITERION= 5.850 MOMENT CONVERGENCE VALUE = 1.822 CRITERION= 266.6 <<< CONVERGED *** WARNING *** CP = 5787.156 TIME= 11:53:08 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9349E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1654E-01 LINE SEARCH PARAMETER = 0.1348 SCALED MAX DOF INC = 0.2230E-02 FORCE CONVERGENCE VALUE = 12.10 CRITERION= 5.969 MOMENT CONVERGENCE VALUE = 1.573 CRITERION= 272.1 <<< CONVERGED *** WARNING *** CP = 5868.234 TIME= 11:53:46 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3564E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7016E-02 LINE SEARCH PARAMETER = 0.1374 SCALED MAX DOF INC = 0.9641E-03 FORCE CONVERGENCE VALUE = 10.44 CRITERION= 6.091 MOMENT CONVERGENCE VALUE = 1.357 CRITERION= 277.6 <<< CONVERGED *** WARNING *** CP = 5951.281 TIME= 11:54:25 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7623E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1711E-01 LINE SEARCH PARAMETER = 0.5142E-01 SCALED MAX DOF INC = 0.8799E-03 FORCE CONVERGENCE VALUE = 9.904 CRITERION= 6.215 MOMENT CONVERGENCE VALUE = 1.288 CRITERION= 283.3 <<< CONVERGED *** WARNING *** CP = 6032.750 TIME= 11:55:02 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4085E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7976E-02 LINE SEARCH PARAMETER = 0.9061E-01 SCALED MAX DOF INC = -0.7227E-03 FORCE CONVERGENCE VALUE = 9.007 CRITERION= 6.342 MOMENT CONVERGENCE VALUE = 1.171 CRITERION= 289.1 <<< CONVERGED *** WARNING *** CP = 6115.375 TIME= 11:55:40 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5412E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9616E-02 LINE SEARCH PARAMETER = 0.6548E-01 SCALED MAX DOF INC = -0.6297E-03 FORCE CONVERGENCE VALUE = 8.418 CRITERION= 6.471 MOMENT CONVERGENCE VALUE = 1.095 CRITERION= 295.0 <<< CONVERGED *** WARNING *** CP = 6198.656 TIME= 11:56:19 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7430E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1293E-01 LINE SEARCH PARAMETER = 0.5482E-01 SCALED MAX DOF INC = -0.7090E-03 FORCE CONVERGENCE VALUE = 7.957 CRITERION= 6.603 MOMENT CONVERGENCE VALUE = 1.034 CRITERION= 301.0 <<< CONVERGED *** WARNING *** CP = 6279.438 TIME= 11:56:57 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7418E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 10 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1694E-01 LINE SEARCH PARAMETER = 0.5112E-01 SCALED MAX DOF INC = 0.8660E-03 FORCE CONVERGENCE VALUE = 7.550 CRITERION= 6.738 MOMENT CONVERGENCE VALUE = 0.9823 CRITERION= 307.1 <<< CONVERGED *** WARNING *** CP = 6368.453 TIME= 11:57:34 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3738E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 11 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7643E-02 LINE SEARCH PARAMETER = 0.8007E-01 SCALED MAX DOF INC = -0.6120E-03 FORCE CONVERGENCE VALUE = 6.946 CRITERION= 6.876 MOMENT CONVERGENCE VALUE = 0.9039 CRITERION= 313.4 <<< CONVERGED *** WARNING *** CP = 6450.125 TIME= 11:58:17 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5628E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 12 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1227E-01 LINE SEARCH PARAMETER = 0.6711E-01 SCALED MAX DOF INC = 0.8236E-03 FORCE CONVERGENCE VALUE = 6.480 CRITERION= 7.016 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8429 CRITERION= 319.8 <<< CONVERGED *** WARNING *** CP = 6531.422 TIME= 11:58:51 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3661E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 13 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7542E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7542E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 13 *** LOAD STEP 5 SUBSTEP 4 COMPLETED. CUM ITER = 95 *** TIME = 5.00000 TIME INC = 0.300000 **************************************************** *************** 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 = 6589.234 TIME= 11:59:18 Material number 90 (used by element 46325 ) 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 = 6589.719 TIME= 11:59:19 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\Scr6\file.err ) for these warning messages. *** NOTE *** CP = 6589.719 TIME= 11:59:19 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 11:59:19 JUL 17, 2012 CP= 6591.375 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 = 6591.938 TIME= 11:59:20 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 = 6592.188 TIME= 11:59:20 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 6592.188 TIME= 11:59:20 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 6592.188 TIME= 11:59:20 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 0.2127 CRITERION= 5.505 MOMENT CONVERGENCE VALUE = 0.8688E-02 CRITERION= 250.9 *** WARNING *** CP = 6640.094 TIME= 12:00:14 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 4.748 CRITERION= 0.2213 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3840E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3840E-01 FORCE CONVERGENCE VALUE = 30.52 CRITERION= 5.653 MOMENT CONVERGENCE VALUE = 3.669 CRITERION= 257.1 <<< CONVERGED *** WARNING *** CP = 6699.281 TIME= 12:00:39 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1418 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3045E-01 LINE SEARCH PARAMETER = 0.5573 SCALED MAX DOF INC = -0.1697E-01 FORCE CONVERGENCE VALUE = 13.58 CRITERION= 5.769 MOMENT CONVERGENCE VALUE = 1.624 CRITERION= 262.2 <<< CONVERGED *** WARNING *** CP = 6765.828 TIME= 12:01:11 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7662E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1604E-01 LINE SEARCH PARAMETER = 0.2835 SCALED MAX DOF INC = 0.4549E-02 FORCE CONVERGENCE VALUE = 9.734 CRITERION= 5.886 MOMENT CONVERGENCE VALUE = 1.161 CRITERION= 267.5 <<< CONVERGED *** WARNING *** CP = 6840.312 TIME= 12:01:42 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7402E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1321E-01 LINE SEARCH PARAMETER = 0.1181 SCALED MAX DOF INC = 0.1560E-02 FORCE CONVERGENCE VALUE = 8.585 CRITERION= 6.006 MOMENT CONVERGENCE VALUE = 1.021 CRITERION= 273.0 <<< CONVERGED *** WARNING *** CP = 6914.406 TIME= 12:02:15 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5637E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1121E-01 LINE SEARCH PARAMETER = 0.1040 SCALED MAX DOF INC = 0.1166E-02 FORCE CONVERGENCE VALUE = 7.694 CRITERION= 6.129 MOMENT CONVERGENCE VALUE = 0.9157 CRITERION= 278.6 <<< CONVERGED *** WARNING *** CP = 6987.812 TIME= 12:02:50 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9560E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1569E-01 LINE SEARCH PARAMETER = 0.1052 SCALED MAX DOF INC = 0.1650E-02 FORCE CONVERGENCE VALUE = 6.886 CRITERION= 6.254 MOMENT CONVERGENCE VALUE = 0.8160 CRITERION= 284.2 <<< CONVERGED *** WARNING *** CP = 7061.438 TIME= 12:03:23 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6820E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1106E-01 LINE SEARCH PARAMETER = 0.9152E-01 SCALED MAX DOF INC = 0.1012E-02 FORCE CONVERGENCE VALUE = 6.257 CRITERION= 6.382 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7426 CRITERION= 290.0 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7 *** LOAD STEP 6 SUBSTEP 1 COMPLETED. CUM ITER = 102 *** TIME = 5.20000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 7119.203 TIME= 12:03:48 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 75.70 CRITERION= 5.576 MOMENT CONVERGENCE VALUE = 9.359 CRITERION= 252.7 *** WARNING *** CP = 7166.828 TIME= 12:04:25 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1982 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3840E-01 LINE SEARCH PARAMETER = 0.5667 SCALED MAX DOF INC = 0.2176E-01 FORCE CONVERGENCE VALUE = 32.86 CRITERION= 5.689 MOMENT CONVERGENCE VALUE = 4.060 CRITERION= 257.8 <<< CONVERGED *** WARNING *** CP = 7234.047 TIME= 12:04:56 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1005 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1885E-01 LINE SEARCH PARAMETER = 0.3299 SCALED MAX DOF INC = 0.6217E-02 FORCE CONVERGENCE VALUE = 22.02 CRITERION= 5.805 MOMENT CONVERGENCE VALUE = 2.724 CRITERION= 263.0 <<< CONVERGED *** WARNING *** CP = 7300.219 TIME= 12:05:26 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7615E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1154E-01 LINE SEARCH PARAMETER = 0.1120 SCALED MAX DOF INC = -0.1293E-02 FORCE CONVERGENCE VALUE = 19.56 CRITERION= 5.923 MOMENT CONVERGENCE VALUE = 2.421 CRITERION= 268.4 <<< CONVERGED *** WARNING *** CP = 7376.016 TIME= 12:05:59 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7714E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1050E-01 LINE SEARCH PARAMETER = 0.9523E-01 SCALED MAX DOF INC = -0.9998E-03 FORCE CONVERGENCE VALUE = 17.70 CRITERION= 6.044 MOMENT CONVERGENCE VALUE = 2.192 CRITERION= 273.9 <<< CONVERGED *** WARNING *** CP = 7459.609 TIME= 12:06:35 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8076E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1344E-01 LINE SEARCH PARAMETER = 0.6444E-01 SCALED MAX DOF INC = -0.8660E-03 FORCE CONVERGENCE VALUE = 16.56 CRITERION= 6.168 MOMENT CONVERGENCE VALUE = 2.050 CRITERION= 279.5 <<< CONVERGED *** WARNING *** CP = 7542.781 TIME= 12:07:11 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6463E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1138E-01 LINE SEARCH PARAMETER = 0.1059 SCALED MAX DOF INC = 0.1206E-02 FORCE CONVERGENCE VALUE = 14.80 CRITERION= 6.293 MOMENT CONVERGENCE VALUE = 1.834 CRITERION= 285.2 <<< CONVERGED *** WARNING *** CP = 7617.547 TIME= 12:07:44 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5528E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1333E-01 LINE SEARCH PARAMETER = 0.5851E-01 SCALED MAX DOF INC = -0.7801E-03 FORCE CONVERGENCE VALUE = 13.94 CRITERION= 6.422 MOMENT CONVERGENCE VALUE = 1.727 CRITERION= 291.0 <<< CONVERGED *** WARNING *** CP = 7702.125 TIME= 12:08:20 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4167E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7144E-02 LINE SEARCH PARAMETER = 0.9441E-01 SCALED MAX DOF INC = 0.6745E-03 FORCE CONVERGENCE VALUE = 12.62 CRITERION= 6.553 MOMENT CONVERGENCE VALUE = 1.564 CRITERION= 296.9 <<< CONVERGED *** WARNING *** CP = 7786.562 TIME= 12:08:56 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6301E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1324E-01 LINE SEARCH PARAMETER = 0.6076E-01 SCALED MAX DOF INC = -0.8045E-03 FORCE CONVERGENCE VALUE = 11.86 CRITERION= 6.686 MOMENT CONVERGENCE VALUE = 1.469 CRITERION= 303.0 <<< CONVERGED *** WARNING *** CP = 7870.031 TIME= 12:09:34 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6541E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 10 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1002E-01 LINE SEARCH PARAMETER = 0.7618E-01 SCALED MAX DOF INC = -0.7635E-03 FORCE CONVERGENCE VALUE = 10.95 CRITERION= 6.823 MOMENT CONVERGENCE VALUE = 1.359 CRITERION= 309.2 <<< CONVERGED *** WARNING *** CP = 7953.891 TIME= 12:10:10 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6824E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 11 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1287E-01 LINE SEARCH PARAMETER = 0.5229E-01 SCALED MAX DOF INC = 0.6730E-03 FORCE CONVERGENCE VALUE = 10.38 CRITERION= 6.962 MOMENT CONVERGENCE VALUE = 1.287 CRITERION= 315.5 <<< CONVERGED *** WARNING *** CP = 8047.281 TIME= 12:10:49 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5369E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 12 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1334E-01 LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = -0.6672E-03 FORCE CONVERGENCE VALUE = 9.861 CRITERION= 7.104 MOMENT CONVERGENCE VALUE = 1.222 CRITERION= 321.9 <<< CONVERGED *** WARNING *** CP = 8124.266 TIME= 12:11:23 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5524E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 13 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9927E-02 LINE SEARCH PARAMETER = 0.6666E-01 SCALED MAX DOF INC = -0.6618E-03 FORCE CONVERGENCE VALUE = 9.204 CRITERION= 7.249 MOMENT CONVERGENCE VALUE = 1.142 CRITERION= 328.5 <<< CONVERGED *** WARNING *** CP = 8208.812 TIME= 12:12:00 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5212E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 14 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1315E-01 LINE SEARCH PARAMETER = 0.5079E-01 SCALED MAX DOF INC = -0.6679E-03 FORCE CONVERGENCE VALUE = 8.737 CRITERION= 7.397 MOMENT CONVERGENCE VALUE = 1.084 CRITERION= 335.2 <<< CONVERGED *** WARNING *** CP = 8301.578 TIME= 12:12:39 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4065E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 15 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1021E-01 LINE SEARCH PARAMETER = 0.5516E-01 SCALED MAX DOF INC = -0.5634E-03 FORCE CONVERGENCE VALUE = 8.255 CRITERION= 7.548 MOMENT CONVERGENCE VALUE = 1.024 CRITERION= 342.0 <<< CONVERGED *** WARNING *** CP = 8395.812 TIME= 12:13:20 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3886E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 16 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7451E-02 LINE SEARCH PARAMETER = 0.7591E-01 SCALED MAX DOF INC = -0.5656E-03 FORCE CONVERGENCE VALUE = 7.628 CRITERION= 7.702 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.9469 CRITERION= 349.0 <<< CONVERGED *** WARNING *** CP = 8482.359 TIME= 12:13:57 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6199E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 17 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1339E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1339E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 17 *** LOAD STEP 6 SUBSTEP 2 COMPLETED. CUM ITER = 119 *** TIME = 5.40000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 8542.016 TIME= 12:14:19 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 60.57 CRITERION= 5.610 MOMENT CONVERGENCE VALUE = 8.985 CRITERION= 253.5 *** WARNING *** CP = 8590.938 TIME= 12:15:04 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2459 CRITERION= 0.2213 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3431E-01 LINE SEARCH PARAMETER = 0.6375 SCALED MAX DOF INC = 0.2188E-01 FORCE CONVERGENCE VALUE = 22.26 CRITERION= 5.726 MOMENT CONVERGENCE VALUE = 3.129 CRITERION= 258.6 <<< CONVERGED *** WARNING *** CP = 8657.562 TIME= 12:15:39 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9107E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2211E-01 LINE SEARCH PARAMETER = 0.3935 SCALED MAX DOF INC = -0.8702E-02 FORCE CONVERGENCE VALUE = 13.51 CRITERION= 5.843 MOMENT CONVERGENCE VALUE = 1.893 CRITERION= 263.9 <<< CONVERGED *** WARNING *** CP = 8724.125 TIME= 12:16:23 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5489E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1131E-01 LINE SEARCH PARAMETER = 0.3575 SCALED MAX DOF INC = -0.4043E-02 FORCE CONVERGENCE VALUE = 8.684 CRITERION= 5.962 MOMENT CONVERGENCE VALUE = 1.217 CRITERION= 269.3 <<< CONVERGED *** WARNING *** CP = 8789.766 TIME= 12:16:57 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3674E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7958E-02 LINE SEARCH PARAMETER = 0.2134 SCALED MAX DOF INC = 0.1698E-02 FORCE CONVERGENCE VALUE = 6.832 CRITERION= 6.083 MOMENT CONVERGENCE VALUE = 0.9556 CRITERION= 274.8 <<< CONVERGED *** WARNING *** CP = 8863.594 TIME= 12:17:38 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6248E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1602E-01 LINE SEARCH PARAMETER = 0.2804 SCALED MAX DOF INC = -0.4492E-02 FORCE CONVERGENCE VALUE = 4.919 CRITERION= 6.208 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6841 CRITERION= 280.4 <<< CONVERGED *** WARNING *** CP = 8929.406 TIME= 12:18:15 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4835E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1084E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1084E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 6 SUBSTEP 3 COMPLETED. CUM ITER = 125 *** TIME = 5.60000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 8970.250 TIME= 12:18:40 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 121.9 CRITERION= 5.668 MOMENT CONVERGENCE VALUE = 15.06 CRITERION= 254.9 *** WARNING *** CP = 9018.922 TIME= 12:19:12 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3290 CRITERION= 0.2213 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5815E-01 LINE SEARCH PARAMETER = 0.7938 SCALED MAX DOF INC = -0.4616E-01 FORCE CONVERGENCE VALUE = 25.92 CRITERION= 5.786 MOMENT CONVERGENCE VALUE = 2.969 CRITERION= 260.0 <<< CONVERGED *** WARNING *** CP = 9075.703 TIME= 12:19:44 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1073 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2269E-01 LINE SEARCH PARAMETER = 0.5005 SCALED MAX DOF INC = 0.1136E-01 FORCE CONVERGENCE VALUE = 12.99 CRITERION= 5.903 MOMENT CONVERGENCE VALUE = 1.488 CRITERION= 265.3 <<< CONVERGED *** WARNING *** CP = 9140.969 TIME= 12:20:15 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6341E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1673E-01 LINE SEARCH PARAMETER = 0.3074 SCALED MAX DOF INC = -0.5142E-02 FORCE CONVERGENCE VALUE = 9.005 CRITERION= 6.023 MOMENT CONVERGENCE VALUE = 1.036 CRITERION= 270.7 <<< CONVERGED *** WARNING *** CP = 9207.828 TIME= 12:20:46 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2928E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5068E-02 LINE SEARCH PARAMETER = 0.5524 SCALED MAX DOF INC = 0.2800E-02 FORCE CONVERGENCE VALUE = 4.036 CRITERION= 6.145 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4651 CRITERION= 276.3 <<< CONVERGED *** WARNING *** CP = 9275.406 TIME= 12:21:21 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4713E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1305E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1305E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 6 SUBSTEP 4 COMPLETED. CUM ITER = 130 *** TIME = 5.90000 TIME INC = 0.300000 *** AUTO TIME STEP: NEXT TIME INC = 0.10000 DECREASED (FACTOR = 0.3333) *** NOTE *** CP = 9316.672 TIME= 12:21:42 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 39.23 CRITERION= 5.687 MOMENT CONVERGENCE VALUE = 4.648 CRITERION= 255.4 *** WARNING *** CP = 9364.344 TIME= 12:22:28 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2138 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1814E-01 LINE SEARCH PARAMETER = 0.8176 SCALED MAX DOF INC = 0.1483E-01 FORCE CONVERGENCE VALUE = 7.213 CRITERION= 5.804 MOMENT CONVERGENCE VALUE = 0.8510 CRITERION= 260.5 <<< CONVERGED *** WARNING *** CP = 9422.422 TIME= 12:23:00 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1114 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2918E-01 LINE SEARCH PARAMETER = 0.3116 SCALED MAX DOF INC = 0.9091E-02 FORCE CONVERGENCE VALUE = 4.988 CRITERION= 5.922 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5809 CRITERION= 265.8 <<< CONVERGED *** WARNING *** CP = 9489.203 TIME= 12:23:36 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4394E-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 6 SUBSTEP 5 COMPLETED. CUM ITER = 133 *** 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 = 9532.234 TIME= 12:24:00 Material number 90 (used by element 46325 ) 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 = 9532.891 TIME= 12:24:00 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\Scr6\file.err ) for these warning messages. *** NOTE *** CP = 9532.891 TIME= 12:24:01 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 12:24:02 JUL 17, 2012 CP= 9534.328 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 = 9534.797 TIME= 12:24:03 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 = 9535.047 TIME= 12:24:03 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 9535.062 TIME= 12:24:03 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 9535.062 TIME= 12:24:03 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 0.2844 CRITERION= 5.688 MOMENT CONVERGENCE VALUE = 0.1500E-01 CRITERION= 255.3 *** WARNING *** CP = 9582.406 TIME= 12:24:47 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 4.725 CRITERION= 0.2213 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 = 35.19 CRITERION= 5.845 MOMENT CONVERGENCE VALUE = 3.181 CRITERION= 261.6 <<< CONVERGED *** WARNING *** CP = 9640.406 TIME= 12:25:22 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1704 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3095E-01 LINE SEARCH PARAMETER = 0.7108 SCALED MAX DOF INC = 0.2200E-01 FORCE CONVERGENCE VALUE = 10.48 CRITERION= 5.965 MOMENT CONVERGENCE VALUE = 1.054 CRITERION= 266.8 <<< CONVERGED *** WARNING *** CP = 9697.453 TIME= 12:25:56 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1380 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3084E-01 LINE SEARCH PARAMETER = 0.4060 SCALED MAX DOF INC = -0.1252E-01 FORCE CONVERGENCE VALUE = 6.269 CRITERION= 6.086 MOMENT CONVERGENCE VALUE = 0.6262 CRITERION= 272.2 <<< CONVERGED *** WARNING *** CP = 9763.891 TIME= 12:26:32 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4321E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7203E-02 LINE SEARCH PARAMETER = 0.4058 SCALED MAX DOF INC = 0.2923E-02 FORCE CONVERGENCE VALUE = 3.731 CRITERION= 6.210 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3723 CRITERION= 277.8 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 7 SUBSTEP 1 COMPLETED. CUM ITER = 137 *** TIME = 6.20000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 9805.375 TIME= 12:26:47 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 81.90 CRITERION= 5.770 MOMENT CONVERGENCE VALUE = 9.138 CRITERION= 257.3 *** WARNING *** CP = 9851.766 TIME= 12:27:44 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2272 CRITERION= 0.2213 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4070E-01 LINE SEARCH PARAMETER = 0.8651 SCALED MAX DOF INC = 0.3522E-01 FORCE CONVERGENCE VALUE = 11.54 CRITERION= 5.888 MOMENT CONVERGENCE VALUE = 1.327 CRITERION= 262.4 <<< CONVERGED *** WARNING *** CP = 9910.359 TIME= 12:28:18 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1097 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2618E-01 LINE SEARCH PARAMETER = 0.4079 SCALED MAX DOF INC = 0.1068E-01 FORCE CONVERGENCE VALUE = 6.855 CRITERION= 6.007 MOMENT CONVERGENCE VALUE = 0.7948 CRITERION= 267.7 <<< CONVERGED *** WARNING *** CP = 9975.531 TIME= 12:28:50 There are 177 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7198E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1574E-01 LINE SEARCH PARAMETER = 0.4977 SCALED MAX DOF INC = 0.7836E-02 FORCE CONVERGENCE VALUE = 3.458 CRITERION= 6.128 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3962 CRITERION= 273.2 <<< CONVERGED *** WARNING *** CP = 10041.203 TIME= 12:29:22 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3551E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9404E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9404E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 7 SUBSTEP 2 COMPLETED. CUM ITER = 141 *** TIME = 6.40000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 10083.812 TIME= 12:29:44 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 135.5 CRITERION= 5.829 MOMENT CONVERGENCE VALUE = 16.37 CRITERION= 258.7 *** WARNING *** CP = 10132.531 TIME= 12:30:36 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2204 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4422E-01 LINE SEARCH PARAMETER = 0.7869 SCALED MAX DOF INC = 0.3479E-01 FORCE CONVERGENCE VALUE = 29.25 CRITERION= 5.952 MOMENT CONVERGENCE VALUE = 3.820 CRITERION= 263.8 <<< CONVERGED *** WARNING *** CP = 10192.359 TIME= 12:31:07 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1055 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2263E-01 LINE SEARCH PARAMETER = 0.7857 SCALED MAX DOF INC = 0.1778E-01 FORCE CONVERGENCE VALUE = 6.386 CRITERION= 6.072 MOMENT CONVERGENCE VALUE = 0.8534 CRITERION= 269.2 <<< CONVERGED *** WARNING *** CP = 10260.766 TIME= 12:31:40 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7291E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2421E-01 LINE SEARCH PARAMETER = 0.5408 SCALED MAX DOF INC = -0.1309E-01 FORCE CONVERGENCE VALUE = 2.946 CRITERION= 6.196 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3879 CRITERION= 274.7 <<< CONVERGED *** WARNING *** CP = 10325.516 TIME= 12:32:09 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3604E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1108E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1108E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 7 SUBSTEP 3 COMPLETED. CUM ITER = 145 *** TIME = 6.70000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 10385.109 TIME= 12:32:44 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 151.3 CRITERION= 5.900 MOMENT CONVERGENCE VALUE = 16.96 CRITERION= 260.2 *** WARNING *** CP = 10435.297 TIME= 12:33:35 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2172 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5891E-01 LINE SEARCH PARAMETER = 0.6998 SCALED MAX DOF INC = 0.4122E-01 FORCE CONVERGENCE VALUE = 45.48 CRITERION= 6.021 MOMENT CONVERGENCE VALUE = 5.098 CRITERION= 265.3 <<< CONVERGED *** WARNING *** CP = 10494.531 TIME= 12:34:03 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8041E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1277E-01 LINE SEARCH PARAMETER = 0.8276 SCALED MAX DOF INC = -0.1057E-01 FORCE CONVERGENCE VALUE = 7.954 CRITERION= 6.143 MOMENT CONVERGENCE VALUE = 0.8967 CRITERION= 270.7 <<< CONVERGED *** WARNING *** CP = 10561.359 TIME= 12:34:35 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4576E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1139E-01 LINE SEARCH PARAMETER = 0.3418 SCALED MAX DOF INC = -0.3894E-02 FORCE CONVERGENCE VALUE = 5.237 CRITERION= 6.269 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5891 CRITERION= 276.3 <<< CONVERGED *** WARNING *** CP = 10627.250 TIME= 12:35:05 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8526E-01 CRITERION= 0.2213 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1722E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1722E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 7 SUBSTEP 4 COMPLETED. CUM ITER = 149 *** TIME = 7.00000 TIME INC = 0.300000 **************************************************** *************** 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 = 10669.078 TIME= 12:35:22 Material number 90 (used by element 46325 ) 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 = 10669.688 TIME= 12:35:22 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\Scr6\file.err ) for these warning messages. *** NOTE *** CP = 10669.688 TIME= 12:35:22 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 12:35:23 JUL 17, 2012 CP= 10671.531 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 = 10672.047 TIME= 12:35:24 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 = 10672.281 TIME= 12:35:24 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 10672.281 TIME= 12:35:24 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 10672.281 TIME= 12:35:24 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 0.4524 CRITERION= 5.900 MOMENT CONVERGENCE VALUE = 0.1747E-01 CRITERION= 260.1 *** WARNING *** CP = 10720.578 TIME= 12:36:24 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 4.738 CRITERION= 0.2214 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5339E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5339E-01 FORCE CONVERGENCE VALUE = 31.73 CRITERION= 6.068 MOMENT CONVERGENCE VALUE = 2.819 CRITERION= 266.6 <<< CONVERGED *** WARNING *** CP = 10779.156 TIME= 12:36:52 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1976 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4054E-01 LINE SEARCH PARAMETER = 0.6667 SCALED MAX DOF INC = -0.2703E-01 FORCE CONVERGENCE VALUE = 10.84 CRITERION= 6.192 MOMENT CONVERGENCE VALUE = 0.9707 CRITERION= 271.9 <<< CONVERGED *** WARNING *** CP = 10837.234 TIME= 12:37:21 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6549E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1070E-01 LINE SEARCH PARAMETER = 0.4460 SCALED MAX DOF INC = 0.4770E-02 FORCE CONVERGENCE VALUE = 6.027 CRITERION= 6.318 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5417 CRITERION= 277.4 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 8 SUBSTEP 1 COMPLETED. CUM ITER = 152 *** TIME = 7.20000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 10878.172 TIME= 12:37:44 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 78.09 CRITERION= 5.995 MOMENT CONVERGENCE VALUE = 8.129 CRITERION= 262.2 *** WARNING *** CP = 10925.500 TIME= 12:38:20 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1272 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4314E-01 LINE SEARCH PARAMETER = 0.7222 SCALED MAX DOF INC = 0.3115E-01 FORCE CONVERGENCE VALUE = 21.84 CRITERION= 6.117 MOMENT CONVERGENCE VALUE = 2.250 CRITERION= 267.4 <<< CONVERGED *** WARNING *** CP = 10983.469 TIME= 12:38:45 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1145 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2113E-01 LINE SEARCH PARAMETER = 0.3377 SCALED MAX DOF INC = 0.7135E-02 FORCE CONVERGENCE VALUE = 14.48 CRITERION= 6.241 MOMENT CONVERGENCE VALUE = 1.490 CRITERION= 272.9 <<< CONVERGED *** WARNING *** CP = 11049.531 TIME= 12:39:15 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6676E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1165E-01 LINE SEARCH PARAMETER = 0.2892 SCALED MAX DOF INC = -0.3369E-02 FORCE CONVERGENCE VALUE = 10.30 CRITERION= 6.368 MOMENT CONVERGENCE VALUE = 1.060 CRITERION= 278.4 <<< CONVERGED *** WARNING *** CP = 11115.438 TIME= 12:39:44 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3810E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7434E-02 LINE SEARCH PARAMETER = 0.1218 SCALED MAX DOF INC = -0.9058E-03 FORCE CONVERGENCE VALUE = 9.043 CRITERION= 6.498 MOMENT CONVERGENCE VALUE = 0.9316 CRITERION= 284.1 <<< CONVERGED *** WARNING *** CP = 11191.203 TIME= 12:40:17 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4832E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9463E-02 LINE SEARCH PARAMETER = 0.6330E-01 SCALED MAX DOF INC = -0.5990E-03 FORCE CONVERGENCE VALUE = 8.472 CRITERION= 6.631 MOMENT CONVERGENCE VALUE = 0.8730 CRITERION= 289.9 <<< CONVERGED *** WARNING *** CP = 11274.031 TIME= 12:40:52 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4935E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1034E-01 LINE SEARCH PARAMETER = 0.3218 SCALED MAX DOF INC = 0.3327E-02 FORCE CONVERGENCE VALUE = 5.749 CRITERION= 6.766 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5910 CRITERION= 295.8 <<< CONVERGED *** WARNING *** CP = 11341.656 TIME= 12:41:22 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5611E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1325E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1325E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7 *** LOAD STEP 8 SUBSTEP 2 COMPLETED. CUM ITER = 159 *** TIME = 7.40000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 11383.234 TIME= 12:41:38 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 61.87 CRITERION= 6.041 MOMENT CONVERGENCE VALUE = 6.927 CRITERION= 263.1 *** WARNING *** CP = 11432.609 TIME= 12:42:22 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1725 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2963E-01 LINE SEARCH PARAMETER = 0.7324 SCALED MAX DOF INC = 0.2170E-01 FORCE CONVERGENCE VALUE = 16.92 CRITERION= 6.166 MOMENT CONVERGENCE VALUE = 1.856 CRITERION= 268.4 <<< CONVERGED *** WARNING *** CP = 11490.625 TIME= 12:42:53 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9805E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2503E-01 LINE SEARCH PARAMETER = 0.6474 SCALED MAX DOF INC = -0.1621E-01 FORCE CONVERGENCE VALUE = 6.001 CRITERION= 6.292 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6543 CRITERION= 273.9 <<< CONVERGED *** WARNING *** CP = 11556.922 TIME= 12:43:28 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4833E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1077E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1077E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 8 SUBSTEP 3 COMPLETED. CUM ITER = 162 *** TIME = 7.60000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 11597.641 TIME= 12:43:51 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 115.3 CRITERION= 6.116 MOMENT CONVERGENCE VALUE = 14.63 CRITERION= 264.8 *** WARNING *** CP = 11645.219 TIME= 12:44:20 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1348 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2998E-01 LINE SEARCH PARAMETER = 0.7927 SCALED MAX DOF INC = 0.2377E-01 FORCE CONVERGENCE VALUE = 23.99 CRITERION= 6.242 MOMENT CONVERGENCE VALUE = 2.997 CRITERION= 270.0 <<< CONVERGED *** WARNING *** CP = 11703.781 TIME= 12:44:52 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1030 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1747E-01 LINE SEARCH PARAMETER = 0.6604 SCALED MAX DOF INC = -0.1154E-01 FORCE CONVERGENCE VALUE = 8.201 CRITERION= 6.369 MOMENT CONVERGENCE VALUE = 1.032 CRITERION= 275.5 <<< CONVERGED *** WARNING *** CP = 11768.766 TIME= 12:45:26 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3746E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6774E-02 LINE SEARCH PARAMETER = 0.3351 SCALED MAX DOF INC = 0.2270E-02 FORCE CONVERGENCE VALUE = 5.458 CRITERION= 6.499 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6890 CRITERION= 281.1 <<< CONVERGED *** WARNING *** CP = 11833.453 TIME= 12:46:01 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4376E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7951E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7951E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 8 SUBSTEP 4 COMPLETED. CUM ITER = 166 *** TIME = 7.90000 TIME INC = 0.300000 *** AUTO TIME STEP: NEXT TIME INC = 0.10000 DECREASED (FACTOR = 0.3333) *** NOTE *** CP = 11884.188 TIME= 12:46:23 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 30.47 CRITERION= 6.141 MOMENT CONVERGENCE VALUE = 3.851 CRITERION= 265.2 *** WARNING *** CP = 12008.391 TIME= 12:47:12 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2490 CRITERION= 0.2214 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3166E-01 LINE SEARCH PARAMETER = 0.7112 SCALED MAX DOF INC = 0.2252E-01 FORCE CONVERGENCE VALUE = 9.002 CRITERION= 6.269 MOMENT CONVERGENCE VALUE = 1.095 CRITERION= 270.6 <<< CONVERGED *** WARNING *** CP = 12067.344 TIME= 12:47:39 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8521E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1308E-01 LINE SEARCH PARAMETER = 0.7975 SCALED MAX DOF INC = -0.1043E-01 FORCE CONVERGENCE VALUE = 1.865 CRITERION= 6.397 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2236 CRITERION= 276.1 <<< CONVERGED *** WARNING *** CP = 12140.844 TIME= 12:48:12 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3340E-01 CRITERION= 0.2214 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9644E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.9644E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 8 SUBSTEP 5 COMPLETED. CUM ITER = 169 *** TIME = 8.00000 TIME INC = 0.100000 **************************************************** *************** 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 = 12183.562 TIME= 12:48:34 Material number 90 (used by element 46325 ) 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 = 12183.922 TIME= 12:48:34 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\Scr6\file.err ) for these warning messages. *** NOTE *** CP = 12183.922 TIME= 12:48:34 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 12:48:35 JUL 17, 2012 CP= 12185.266 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 = 12185.766 TIME= 12:48:59 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 = 12186.016 TIME= 12:48:59 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 12186.016 TIME= 12:48:59 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 12186.016 TIME= 12:48:59 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 0.1132 CRITERION= 6.143 MOMENT CONVERGENCE VALUE = 0.1970E-01 CRITERION= 265.2 *** WARNING *** CP = 12233.234 TIME= 12:49:23 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 4.723 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4554E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4554E-01 FORCE CONVERGENCE VALUE = 28.91 CRITERION= 6.319 MOMENT CONVERGENCE VALUE = 3.256 CRITERION= 271.8 <<< CONVERGED *** WARNING *** CP = 12292.125 TIME= 12:49:54 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9116E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2087E-01 LINE SEARCH PARAMETER = 0.7588 SCALED MAX DOF INC = 0.1584E-01 FORCE CONVERGENCE VALUE = 7.043 CRITERION= 6.449 MOMENT CONVERGENCE VALUE = 0.8077 CRITERION= 277.2 <<< CONVERGED *** WARNING *** CP = 12350.906 TIME= 12:50:20 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5761E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1343E-01 LINE SEARCH PARAMETER = 0.5783 SCALED MAX DOF INC = -0.7766E-02 FORCE CONVERGENCE VALUE = 3.104 CRITERION= 6.581 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3390 CRITERION= 282.9 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 9 SUBSTEP 1 COMPLETED. CUM ITER = 172 *** TIME = 8.20000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 12392.062 TIME= 12:50:45 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 65.30 CRITERION= 6.246 MOMENT CONVERGENCE VALUE = 8.118 CRITERION= 267.4 *** WARNING *** CP = 12454.547 TIME= 12:51:29 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1440 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4554E-01 LINE SEARCH PARAMETER = 0.9993 SCALED MAX DOF INC = 0.4551E-01 FORCE CONVERGENCE VALUE = 1.758 CRITERION= 6.375 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3503 CRITERION= 272.7 <<< CONVERGED *** WARNING *** CP = 12512.984 TIME= 12:51:54 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1575 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3740E-01 LINE SEARCH PARAMETER = 0.9678 SCALED MAX DOF INC = -0.3620E-01 FORCE CONVERGENCE VALUE = 2.302 CRITERION= 6.504 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.422 CRITERION= 278.3 <<< CONVERGED *** WARNING *** CP = 12569.609 TIME= 12:52:20 There are 214 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6359E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1760E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1760E-01 2 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 0.9825E-01 CRITERION= 6.637 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5855E-01 CRITERION= 284.0 <<< CONVERGED *** WARNING *** CP = 12636.000 TIME= 12:52:50 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6283E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1813E-01 LINE SEARCH PARAMETER = 0.5305 SCALED MAX DOF INC = 0.9617E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 9 SUBSTEP 2 COMPLETED. CUM ITER = 176 *** TIME = 8.40000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 12677.406 TIME= 12:53:05 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. 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 = 141.7 CRITERION= 6.326 MOMENT CONVERGENCE VALUE = 14.12 CRITERION= 269.0 *** WARNING *** CP = 12724.812 TIME= 12:53:33 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3698 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5511E-01 LINE SEARCH PARAMETER = 0.8438 SCALED MAX DOF INC = 0.4650E-01 FORCE CONVERGENCE VALUE = 28.63 CRITERION= 6.456 MOMENT CONVERGENCE VALUE = 3.433 CRITERION= 274.3 <<< CONVERGED *** WARNING *** CP = 12782.516 TIME= 12:53:59 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1120 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1766E-01 LINE SEARCH PARAMETER = 0.6094 SCALED MAX DOF INC = 0.1076E-01 FORCE CONVERGENCE VALUE = 11.32 CRITERION= 6.587 MOMENT CONVERGENCE VALUE = 1.329 CRITERION= 279.9 <<< CONVERGED *** WARNING *** CP = 12848.188 TIME= 12:54:33 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5784E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1137E-01 LINE SEARCH PARAMETER = 0.7337 SCALED MAX DOF INC = 0.8340E-02 FORCE CONVERGENCE VALUE = 3.046 CRITERION= 6.721 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4105 CRITERION= 285.7 <<< CONVERGED *** WARNING *** CP = 12906.062 TIME= 12:54:59 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4681E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1531E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1531E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 9 SUBSTEP 3 COMPLETED. CUM ITER = 180 *** TIME = 8.70000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 12947.266 TIME= 12:55:18 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 125.1 CRITERION= 6.409 MOMENT CONVERGENCE VALUE = 18.70 CRITERION= 270.6 *** WARNING *** CP = 12994.750 TIME= 12:56:13 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1595 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3488E-01 LINE SEARCH PARAMETER = 0.7831 SCALED MAX DOF INC = 0.2731E-01 FORCE CONVERGENCE VALUE = 27.30 CRITERION= 6.539 MOMENT CONVERGENCE VALUE = 3.935 CRITERION= 275.9 <<< CONVERGED *** WARNING *** CP = 13052.109 TIME= 12:56:38 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7802E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1668E-01 LINE SEARCH PARAMETER = 0.6995 SCALED MAX DOF INC = 0.1167E-01 FORCE CONVERGENCE VALUE = 8.240 CRITERION= 6.672 MOMENT CONVERGENCE VALUE = 1.164 CRITERION= 281.6 <<< CONVERGED *** WARNING *** CP = 13119.125 TIME= 12:57:08 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6633E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1641E-01 LINE SEARCH PARAMETER = 0.3031 SCALED MAX DOF INC = -0.4973E-02 FORCE CONVERGENCE VALUE = 5.749 CRITERION= 6.808 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8103 CRITERION= 287.4 <<< CONVERGED *** WARNING *** CP = 13184.344 TIME= 12:57:35 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4162E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1008E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1008E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 9 SUBSTEP 4 COMPLETED. CUM ITER = 184 *** 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 = 13225.922 TIME= 12:57:51 Material number 90 (used by element 46325 ) 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 = 13226.250 TIME= 12:57:51 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\Scr6\file.err ) for these warning messages. *** NOTE *** CP = 13226.250 TIME= 12:57:51 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 12:57:52 JUL 17, 2012 CP= 13227.625 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 = 13228.281 TIME= 12:57:53 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 = 13228.516 TIME= 12:57:53 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 13228.516 TIME= 12:57:53 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 13228.516 TIME= 12:57:53 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 0.1880 CRITERION= 6.407 MOMENT CONVERGENCE VALUE = 0.3781E-01 CRITERION= 270.5 *** WARNING *** CP = 13276.578 TIME= 12:58:49 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 4.733 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4797E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4797E-01 FORCE CONVERGENCE VALUE = 27.07 CRITERION= 6.594 MOMENT CONVERGENCE VALUE = 5.112 CRITERION= 277.3 <<< CONVERGED *** WARNING *** CP = 13335.078 TIME= 12:59:13 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1581 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2261E-01 LINE SEARCH PARAMETER = 0.9081 SCALED MAX DOF INC = 0.2053E-01 FORCE CONVERGENCE VALUE = 3.028 CRITERION= 6.729 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6910 CRITERION= 282.8 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 10 SUBSTEP 1 COMPLETED. CUM ITER = 186 *** TIME = 9.20000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 13368.328 TIME= 12:59:31 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 65.79 CRITERION= 6.518 MOMENT CONVERGENCE VALUE = 13.92 CRITERION= 272.7 *** WARNING *** CP = 13416.375 TIME= 13:00:13 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2636 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6253E-01 LINE SEARCH PARAMETER = 0.9148 SCALED MAX DOF INC = -0.5720E-01 FORCE CONVERGENCE VALUE = 5.912 CRITERION= 6.654 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.374 CRITERION= 278.2 <<< CONVERGED *** WARNING *** CP = 13474.656 TIME= 13:00:40 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1047 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1825E-01 LINE SEARCH PARAMETER = 0.8115 SCALED MAX DOF INC = 0.1481E-01 FORCE CONVERGENCE VALUE = 1.412 CRITERION= 6.788 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2973 CRITERION= 283.9 <<< CONVERGED *** WARNING *** CP = 13532.453 TIME= 13:01:06 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9105E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2147E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2147E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 10 SUBSTEP 2 COMPLETED. CUM ITER = 189 *** TIME = 9.40000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 13574.781 TIME= 13:01:27 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. 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 = 125.1 CRITERION= 6.602 MOMENT CONVERGENCE VALUE = 23.67 CRITERION= 274.4 *** WARNING *** CP = 13623.234 TIME= 13:02:14 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2572 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4379E-01 LINE SEARCH PARAMETER = 0.8726 SCALED MAX DOF INC = 0.3822E-01 FORCE CONVERGENCE VALUE = 16.59 CRITERION= 6.731 MOMENT CONVERGENCE VALUE = 3.073 CRITERION= 279.7 <<< CONVERGED *** WARNING *** CP = 13681.578 TIME= 13:02:39 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1124 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2375E-01 LINE SEARCH PARAMETER = 0.8276 SCALED MAX DOF INC = 0.1966E-01 FORCE CONVERGENCE VALUE = 3.137 CRITERION= 6.870 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6414 CRITERION= 285.5 <<< CONVERGED *** WARNING *** CP = 13738.266 TIME= 13:03:03 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5656E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1296E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1296E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 10 SUBSTEP 3 COMPLETED. CUM ITER = 192 *** TIME = 9.70000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 13780.078 TIME= 13:03:18 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. 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 = 134.7 CRITERION= 6.683 MOMENT CONVERGENCE VALUE = 21.48 CRITERION= 276.0 *** WARNING *** CP = 13827.766 TIME= 13:04:05 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2152 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3856E-01 LINE SEARCH PARAMETER = 0.8492 SCALED MAX DOF INC = 0.3274E-01 FORCE CONVERGENCE VALUE = 20.56 CRITERION= 6.820 MOMENT CONVERGENCE VALUE = 3.239 CRITERION= 281.4 <<< CONVERGED *** WARNING *** CP = 13885.625 TIME= 13:04:29 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1008 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1812E-01 LINE SEARCH PARAMETER = 0.6785 SCALED MAX DOF INC = 0.1229E-01 FORCE CONVERGENCE VALUE = 6.673 CRITERION= 6.960 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.037 CRITERION= 287.3 <<< CONVERGED *** WARNING *** CP = 13943.672 TIME= 13:04:55 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3453E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8614E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8614E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 10 SUBSTEP 4 COMPLETED. CUM ITER = 195 *** 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 = 13986.047 TIME= 13:05:11 Material number 90 (used by element 46325 ) 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 = 13986.469 TIME= 13:05:12 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\Scr6\file.err ) for these warning messages. *** NOTE *** CP = 13986.469 TIME= 13:05:12 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 13:05:13 JUL 17, 2012 CP= 13988.422 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 = 13988.859 TIME= 13:05:14 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 = 13989.109 TIME= 13:05:14 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 13989.109 TIME= 13:05:14 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 13989.109 TIME= 13:05:14 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 0.3013 CRITERION= 6.685 MOMENT CONVERGENCE VALUE = 0.2364E-01 CRITERION= 275.9 *** WARNING *** CP = 14038.016 TIME= 13:05:57 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 4.739 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5049E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5049E-01 FORCE CONVERGENCE VALUE = 26.79 CRITERION= 6.876 MOMENT CONVERGENCE VALUE = 4.647 CRITERION= 282.8 <<< CONVERGED *** WARNING *** CP = 14106.812 TIME= 13:06:28 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1400 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4623E-01 LINE SEARCH PARAMETER = 0.9007 SCALED MAX DOF INC = -0.4164E-01 FORCE CONVERGENCE VALUE = 2.883 CRITERION= 7.022 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5011 CRITERION= 288.5 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 11 SUBSTEP 1 COMPLETED. CUM ITER = 197 *** TIME = 10.2000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 14143.719 TIME= 13:06:42 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 60.30 CRITERION= 6.803 MOMENT CONVERGENCE VALUE = 10.86 CRITERION= 278.2 *** WARNING *** CP = 14193.000 TIME= 13:07:33 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2065 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5049E-01 LINE SEARCH PARAMETER = 0.9146 SCALED MAX DOF INC = 0.4618E-01 FORCE CONVERGENCE VALUE = 5.326 CRITERION= 6.939 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.9985 CRITERION= 283.8 <<< CONVERGED *** WARNING *** CP = 14251.109 TIME= 13:08:01 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1072 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2196E-01 LINE SEARCH PARAMETER = 0.4959 SCALED MAX DOF INC = -0.1089E-01 FORCE CONVERGENCE VALUE = 2.700 CRITERION= 7.081 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5077 CRITERION= 289.6 <<< CONVERGED *** WARNING *** CP = 14316.047 TIME= 13:08:28 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3486E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8192E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.8192E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 11 SUBSTEP 2 COMPLETED. CUM ITER = 200 *** TIME = 10.4000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 14365.516 TIME= 13:08:46 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 105.1 CRITERION= 6.887 MOMENT CONVERGENCE VALUE = 18.16 CRITERION= 279.8 *** WARNING *** CP = 14412.828 TIME= 13:09:20 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1600 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2223E-01 LINE SEARCH PARAMETER = 0.7892 SCALED MAX DOF INC = -0.1754E-01 FORCE CONVERGENCE VALUE = 22.44 CRITERION= 7.029 MOMENT CONVERGENCE VALUE = 3.962 CRITERION= 285.4 <<< CONVERGED *** WARNING *** CP = 14470.953 TIME= 13:09:45 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6008E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1217E-01 LINE SEARCH PARAMETER = 0.5020 SCALED MAX DOF INC = 0.6107E-02 FORCE CONVERGENCE VALUE = 11.18 CRITERION= 7.174 MOMENT CONVERGENCE VALUE = 1.970 CRITERION= 291.3 <<< CONVERGED *** WARNING *** CP = 14537.234 TIME= 13:10:16 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3315E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8955E-02 LINE SEARCH PARAMETER = 0.2869 SCALED MAX DOF INC = -0.2569E-02 FORCE CONVERGENCE VALUE = 7.975 CRITERION= 7.321 MOMENT CONVERGENCE VALUE = 1.403 CRITERION= 297.2 <<< CONVERGED *** WARNING *** CP = 14602.594 TIME= 13:10:44 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4249E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1074E-01 LINE SEARCH PARAMETER = 0.2329 SCALED MAX DOF INC = -0.2501E-02 FORCE CONVERGENCE VALUE = 6.123 CRITERION= 7.470 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.076 CRITERION= 303.3 <<< CONVERGED *** WARNING *** CP = 14667.953 TIME= 13:11:16 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3086E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7337E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7337E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 11 SUBSTEP 3 COMPLETED. CUM ITER = 205 *** TIME = 10.7000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 14717.953 TIME= 13:11:34 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. 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 = 123.7 CRITERION= 6.984 MOMENT CONVERGENCE VALUE = 20.95 CRITERION= 281.6 *** WARNING *** CP = 14766.062 TIME= 13:12:21 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1346 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2390E-01 LINE SEARCH PARAMETER = 0.7970 SCALED MAX DOF INC = 0.1905E-01 FORCE CONVERGENCE VALUE = 25.26 CRITERION= 7.121 MOMENT CONVERGENCE VALUE = 4.251 CRITERION= 287.1 <<< CONVERGED *** WARNING *** CP = 14824.938 TIME= 13:12:45 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6580E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1337E-01 LINE SEARCH PARAMETER = 0.5845 SCALED MAX DOF INC = 0.7814E-02 FORCE CONVERGENCE VALUE = 10.50 CRITERION= 7.268 MOMENT CONVERGENCE VALUE = 1.765 CRITERION= 293.0 <<< CONVERGED *** WARNING *** CP = 14891.250 TIME= 13:13:16 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3124E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9380E-02 LINE SEARCH PARAMETER = 0.2932 SCALED MAX DOF INC = -0.2750E-02 FORCE CONVERGENCE VALUE = 7.427 CRITERION= 7.418 MOMENT CONVERGENCE VALUE = 1.247 CRITERION= 299.0 <<< CONVERGED *** WARNING *** CP = 14957.469 TIME= 13:13:43 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3187E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9935E-02 LINE SEARCH PARAMETER = 0.6635E-01 SCALED MAX DOF INC = -0.6592E-03 FORCE CONVERGENCE VALUE = 6.934 CRITERION= 7.569 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.164 CRITERION= 305.1 <<< CONVERGED *** WARNING *** CP = 15039.250 TIME= 13:14:20 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2984E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9288E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9288E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 11 SUBSTEP 4 COMPLETED. CUM ITER = 210 *** 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 = 15106.359 TIME= 13:14:45 Material number 90 (used by element 46325 ) 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 = 15106.750 TIME= 13:14:45 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\Scr6\file.err ) for these warning messages. *** NOTE *** CP = 15106.750 TIME= 13:14:45 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 13:14:46 JUL 17, 2012 CP= 15108.078 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 = 15108.562 TIME= 13:14:47 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 = 15108.812 TIME= 13:14:47 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 15108.812 TIME= 13:14:47 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 15108.812 TIME= 13:14:47 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 0.4241 CRITERION= 6.982 MOMENT CONVERGENCE VALUE = 0.1659E-01 CRITERION= 281.5 *** WARNING *** CP = 15159.250 TIME= 13:15:13 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 2.761 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5295E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5295E-01 FORCE CONVERGENCE VALUE = 6.122 CRITERION= 7.166 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.099 CRITERION= 288.4 <<< CONVERGED *** WARNING *** CP = 15220.141 TIME= 13:15:38 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1137 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2019E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2019E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 12 SUBSTEP 1 COMPLETED. CUM ITER = 212 *** TIME = 11.2000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 15255.328 TIME= 13:16:00 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 11.47 CRITERION= 7.078 MOMENT CONVERGENCE VALUE = 2.423 CRITERION= 283.6 *** WARNING *** CP = 15303.547 TIME= 13:17:00 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2742 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5295E-01 LINE SEARCH PARAMETER = 0.9862 SCALED MAX DOF INC = 0.5222E-01 FORCE CONVERGENCE VALUE = 1.728 CRITERION= 7.226 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5296 CRITERION= 289.5 <<< CONVERGED *** WARNING *** CP = 15362.297 TIME= 13:17:25 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6896E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1412E-01 LINE SEARCH PARAMETER = 0.4520 SCALED MAX DOF INC = 0.6382E-02 FORCE CONVERGENCE VALUE = 0.8792 CRITERION= 7.376 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3133 CRITERION= 295.4 <<< CONVERGED *** WARNING *** CP = 15428.469 TIME= 13:17:53 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5844E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1558E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1558E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 12 SUBSTEP 2 COMPLETED. CUM ITER = 215 *** TIME = 11.4000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 15469.562 TIME= 13:18:08 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 24.49 CRITERION= 7.173 MOMENT CONVERGENCE VALUE = 11.40 CRITERION= 285.5 *** WARNING *** CP = 15517.609 TIME= 13:18:30 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2979 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5172E-01 LINE SEARCH PARAMETER = 0.9996 SCALED MAX DOF INC = 0.5170E-01 FORCE CONVERGENCE VALUE = 4.974 CRITERION= 7.303 <<< CONVERGED MOMENT CONVERGENCE VALUE = 3.158 CRITERION= 290.9 <<< CONVERGED *** WARNING *** CP = 15576.891 TIME= 13:18:55 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1013 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1275E-01 LINE SEARCH PARAMETER = 0.8201 SCALED MAX DOF INC = -0.1046E-01 FORCE CONVERGENCE VALUE = 1.356 CRITERION= 7.460 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7738 CRITERION= 297.2 <<< CONVERGED *** WARNING *** CP = 15636.188 TIME= 13:19:22 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7721E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 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 3 *** LOAD STEP 12 SUBSTEP 3 COMPLETED. CUM ITER = 218 *** TIME = 11.7000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 15670.922 TIME= 13:19:34 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. 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 = 47.43 CRITERION= 7.240 MOMENT CONVERGENCE VALUE = 28.34 CRITERION= 287.1 *** WARNING *** CP = 15720.078 TIME= 13:20:15 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2418 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2822E-01 LINE SEARCH PARAMETER = 0.8739 SCALED MAX DOF INC = 0.2466E-01 FORCE CONVERGENCE VALUE = 10.25 CRITERION= 7.378 MOMENT CONVERGENCE VALUE = 6.677 CRITERION= 292.7 <<< CONVERGED *** WARNING *** CP = 15777.016 TIME= 13:20:40 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1170 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1233E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1233E-01 FORCE CONVERGENCE VALUE = 1.828 CRITERION= 7.539 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1998 CRITERION= 299.0 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 12 SUBSTEP 4 COMPLETED. CUM ITER = 220 *** 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 = 15811.938 TIME= 13:20:53 Material number 90 (used by element 46325 ) 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 = 15812.297 TIME= 13:20:54 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\Scr6\file.err ) for these warning messages. *** NOTE *** CP = 15812.297 TIME= 13:20:54 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 13:20:54 JUL 17, 2012 CP= 15814.188 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 = 15814.656 TIME= 13:20:55 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 = 15814.891 TIME= 13:20:55 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 15814.891 TIME= 13:20:55 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 15814.891 TIME= 13:20:55 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 1.830 CRITERION= 7.240 MOMENT CONVERGENCE VALUE = 0.1868 CRITERION= 287.1 *** WARNING *** CP = 15863.016 TIME= 13:21:20 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 2.747 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5319E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5319E-01 FORCE CONVERGENCE VALUE = 5.495 CRITERION= 7.423 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.9957 CRITERION= 294.0 <<< CONVERGED *** WARNING *** CP = 15921.906 TIME= 13:21:46 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2632 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7845E-01 LINE SEARCH PARAMETER = 0.9933 SCALED MAX DOF INC = -0.7792E-01 FORCE CONVERGENCE VALUE = 3.758 CRITERION= 7.588 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6167 CRITERION= 300.0 <<< CONVERGED *** WARNING *** CP = 15980.578 TIME= 13:22:11 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1394 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC = 0.1876E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 13 SUBSTEP 1 COMPLETED. CUM ITER = 223 *** TIME = 12.2000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 15993.750 TIME= 13:22:15 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 17.77 CRITERION= 7.355 MOMENT CONVERGENCE VALUE = 7.021 CRITERION= 289.4 *** WARNING *** CP = 16041.922 TIME= 13:22:56 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.047 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1462 LINE SEARCH PARAMETER = 0.9163 SCALED MAX DOF INC = 0.1340 FORCE CONVERGENCE VALUE = 4.554 CRITERION= 7.485 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.586 CRITERION= 294.9 <<< CONVERGED *** WARNING *** CP = 16100.594 TIME= 13:23:22 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1399 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2785E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2785E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 13 SUBSTEP 2 COMPLETED. CUM ITER = 225 *** TIME = 12.4000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 16134.828 TIME= 13:23:34 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 20.42 CRITERION= 7.411 MOMENT CONVERGENCE VALUE = 2.970 CRITERION= 290.5 *** WARNING *** CP = 16182.969 TIME= 13:24:09 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3607 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5894E-01 LINE SEARCH PARAMETER = 0.9271 SCALED MAX DOF INC = -0.5464E-01 FORCE CONVERGENCE VALUE = 3.194 CRITERION= 7.570 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.225 CRITERION= 296.6 <<< CONVERGED *** WARNING *** CP = 16241.781 TIME= 13:24:34 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1455 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4220E-01 LINE SEARCH PARAMETER = 0.7472 SCALED MAX DOF INC = 0.3153E-01 FORCE CONVERGENCE VALUE = 1.468 CRITERION= 7.734 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3184 CRITERION= 302.8 <<< CONVERGED *** WARNING *** CP = 16301.031 TIME= 13:25:02 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7808E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3818E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3818E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 13 SUBSTEP 3 COMPLETED. CUM ITER = 228 *** TIME = 12.7000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 16343.188 TIME= 13:25:18 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 21.52 CRITERION= 7.512 MOMENT CONVERGENCE VALUE = 6.903 CRITERION= 292.3 *** WARNING *** CP = 16390.750 TIME= 13:25:52 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6517 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1039 LINE SEARCH PARAMETER = 0.9498 SCALED MAX DOF INC = 0.9872E-01 FORCE CONVERGENCE VALUE = 2.985 CRITERION= 7.649 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4967 CRITERION= 298.0 <<< CONVERGED *** WARNING *** CP = 16450.281 TIME= 13:26:16 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1031 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3997E-01 LINE SEARCH PARAMETER = 0.8382 SCALED MAX DOF INC = -0.3350E-01 FORCE CONVERGENCE VALUE = 0.7533 CRITERION= 7.817 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1999 CRITERION= 304.3 <<< CONVERGED *** WARNING *** CP = 16518.562 TIME= 13:26:46 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7828E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3733E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3733E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 13 SUBSTEP 4 COMPLETED. CUM ITER = 231 *** 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 = 16563.625 TIME= 13:27:03 Material number 90 (used by element 46325 ) 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 = 16564.234 TIME= 13:27:03 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\Scr6\file.err ) for these warning messages. *** NOTE *** CP = 16564.234 TIME= 13:27:03 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 13:27:04 JUL 17, 2012 CP= 16565.641 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 = 16566.109 TIME= 13:27:05 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 = 16566.344 TIME= 13:27:05 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 16566.344 TIME= 13:27:05 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 16566.344 TIME= 13:27:05 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 0.8359 CRITERION= 7.509 MOMENT CONVERGENCE VALUE = 0.1146 CRITERION= 292.3 *** WARNING *** CP = 16615.234 TIME= 13:27:40 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 3.356 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7706E-01 LINE SEARCH PARAMETER = 0.9647 SCALED MAX DOF INC = 0.7434E-01 FORCE CONVERGENCE VALUE = 7.114 CRITERION= 7.702 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.203 CRITERION= 299.0 <<< CONVERGED *** WARNING *** CP = 16674.609 TIME= 13:28:04 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2577 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3878E-01 LINE SEARCH PARAMETER = 0.7387 SCALED MAX DOF INC = 0.2865E-01 FORCE CONVERGENCE VALUE = 4.352 CRITERION= 7.869 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6122 CRITERION= 305.4 <<< CONVERGED *** WARNING *** CP = 16732.984 TIME= 13:28:32 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1292 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2763E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2763E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 14 SUBSTEP 1 COMPLETED. CUM ITER = 234 *** TIME = 13.2000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 16775.391 TIME= 13:28:47 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 23.25 CRITERION= 7.637 MOMENT CONVERGENCE VALUE = 6.612 CRITERION= 294.4 *** WARNING *** CP = 16824.594 TIME= 13:29:11 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8102 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7540E-01 LINE SEARCH PARAMETER = 0.9390 SCALED MAX DOF INC = 0.7080E-01 FORCE CONVERGENCE VALUE = 4.571 CRITERION= 7.761 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8136 CRITERION= 300.0 <<< CONVERGED *** WARNING *** CP = 16882.891 TIME= 13:29:39 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1418 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4234E-01 LINE SEARCH PARAMETER = 0.7768 SCALED MAX DOF INC = -0.3289E-01 FORCE CONVERGENCE VALUE = 1.658 CRITERION= 7.929 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3483 CRITERION= 306.4 <<< CONVERGED *** WARNING *** CP = 16940.656 TIME= 13:30:05 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7356E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1596E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1596E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 14 SUBSTEP 2 COMPLETED. CUM ITER = 237 *** TIME = 13.4000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 16983.422 TIME= 13:30:20 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 16.74 CRITERION= 7.694 MOMENT CONVERGENCE VALUE = 6.762 CRITERION= 295.5 *** WARNING *** CP = 17031.109 TIME= 13:30:46 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2967 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4863E-01 LINE SEARCH PARAMETER = 0.9494 SCALED MAX DOF INC = -0.4617E-01 FORCE CONVERGENCE VALUE = 2.574 CRITERION= 7.842 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.9914 CRITERION= 301.6 <<< CONVERGED *** WARNING *** CP = 17091.156 TIME= 13:31:11 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8678E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1516E-01 LINE SEARCH PARAMETER = 0.9886 SCALED MAX DOF INC = -0.1499E-01 FORCE CONVERGENCE VALUE = 0.6555 CRITERION= 8.022 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2676 CRITERION= 308.1 <<< CONVERGED *** WARNING *** CP = 17152.250 TIME= 13:31:37 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5586E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1585E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1585E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 14 SUBSTEP 3 COMPLETED. CUM ITER = 240 *** TIME = 13.7000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 17196.484 TIME= 13:31:53 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 22.50 CRITERION= 7.783 MOMENT CONVERGENCE VALUE = 6.479 CRITERION= 297.1 *** WARNING *** CP = 17245.453 TIME= 13:32:29 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5542 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6340E-01 LINE SEARCH PARAMETER = 0.8900 SCALED MAX DOF INC = 0.5643E-01 FORCE CONVERGENCE VALUE = 6.279 CRITERION= 7.926 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.643 CRITERION= 303.0 <<< CONVERGED *** WARNING *** CP = 17305.688 TIME= 13:32:54 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2018 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3021E-01 LINE SEARCH PARAMETER = 0.9181 SCALED MAX DOF INC = -0.2773E-01 FORCE CONVERGENCE VALUE = 3.182 CRITERION= 8.103 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6995 CRITERION= 309.5 <<< CONVERGED *** WARNING *** CP = 17365.234 TIME= 13:33:20 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5325E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1242E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1242E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 14 SUBSTEP 4 COMPLETED. CUM ITER = 243 *** 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 = 17410.344 TIME= 13:33:37 Material number 90 (used by element 46325 ) 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 = 17411.016 TIME= 13:33:37 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\Scr6\file.err ) for these warning messages. *** NOTE *** CP = 17411.016 TIME= 13:33:37 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 13:33:38 JUL 17, 2012 CP= 17413.000 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 = 17413.516 TIME= 13:33:39 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 = 17413.750 TIME= 13:33:39 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 17413.750 TIME= 13:33:39 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 17413.750 TIME= 13:33:39 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 0.8761 CRITERION= 7.781 MOMENT CONVERGENCE VALUE = 0.9122E-01 CRITERION= 297.2 *** WARNING *** CP = 17464.656 TIME= 13:34:04 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 3.310 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7625E-01 LINE SEARCH PARAMETER = 0.9809 SCALED MAX DOF INC = 0.7479E-01 FORCE CONVERGENCE VALUE = 8.978 CRITERION= 7.970 MOMENT CONVERGENCE VALUE = 2.566 CRITERION= 304.0 <<< CONVERGED *** WARNING *** CP = 17524.438 TIME= 13:34:31 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1745 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1645E-01 LINE SEARCH PARAMETER = 0.6926 SCALED MAX DOF INC = 0.1140E-01 FORCE CONVERGENCE VALUE = 3.582 CRITERION= 8.141 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7699 CRITERION= 310.4 <<< CONVERGED *** WARNING *** CP = 17584.219 TIME= 13:34:58 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1124 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9473E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9473E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 15 SUBSTEP 1 COMPLETED. CUM ITER = 246 *** TIME = 14.2000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 17619.984 TIME= 13:35:11 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 20.64 CRITERION= 7.897 MOMENT CONVERGENCE VALUE = 6.495 CRITERION= 299.3 *** WARNING *** CP = 17669.031 TIME= 13:35:47 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6796 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5324E-01 LINE SEARCH PARAMETER = 0.9519 SCALED MAX DOF INC = 0.5068E-01 FORCE CONVERGENCE VALUE = 2.772 CRITERION= 8.031 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5147 CRITERION= 304.9 <<< CONVERGED *** WARNING *** CP = 17728.766 TIME= 13:36:14 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1455 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2284E-01 LINE SEARCH PARAMETER = 0.3929 SCALED MAX DOF INC = -0.8975E-02 FORCE CONVERGENCE VALUE = 1.747 CRITERION= 8.200 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3200 CRITERION= 311.3 <<< CONVERGED *** WARNING *** CP = 17796.656 TIME= 13:36:42 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6915E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9517E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.9517E-02 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 15 SUBSTEP 2 COMPLETED. CUM ITER = 249 *** TIME = 14.4000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 17839.016 TIME= 13:36:58 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 21.85 CRITERION= 7.954 MOMENT CONVERGENCE VALUE = 8.425 CRITERION= 300.4 *** WARNING *** CP = 17886.953 TIME= 13:37:39 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5634 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3656E-01 LINE SEARCH PARAMETER = 0.9183 SCALED MAX DOF INC = 0.3357E-01 FORCE CONVERGENCE VALUE = 4.679 CRITERION= 8.100 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.491 CRITERION= 306.3 <<< CONVERGED *** WARNING *** CP = 17945.656 TIME= 13:38:04 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1672 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2550E-01 LINE SEARCH PARAMETER = 0.4681 SCALED MAX DOF INC = 0.1194E-01 FORCE CONVERGENCE VALUE = 2.692 CRITERION= 8.277 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8484 CRITERION= 312.8 <<< CONVERGED *** WARNING *** CP = 18016.344 TIME= 13:38:36 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8121E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1360E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1360E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 15 SUBSTEP 3 COMPLETED. CUM ITER = 252 *** TIME = 14.7000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 18063.781 TIME= 13:38:54 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 19.91 CRITERION= 8.042 MOMENT CONVERGENCE VALUE = 8.010 CRITERION= 301.9 *** WARNING *** CP = 18112.891 TIME= 13:39:32 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7204 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6693E-01 LINE SEARCH PARAMETER = 0.9517 SCALED MAX DOF INC = 0.6370E-01 FORCE CONVERGENCE VALUE = 2.378 CRITERION= 8.182 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.9822 CRITERION= 307.7 <<< CONVERGED *** WARNING *** CP = 18174.672 TIME= 13:40:00 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1354 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2098E-01 LINE SEARCH PARAMETER = 0.7372 SCALED MAX DOF INC = -0.1546E-01 FORCE CONVERGENCE VALUE = 1.161 CRITERION= 8.366 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4063 CRITERION= 314.4 <<< CONVERGED *** WARNING *** CP = 18236.188 TIME= 13:40:33 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8760E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1517E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1517E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 15 SUBSTEP 4 COMPLETED. CUM ITER = 255 *** 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 = 18291.781 TIME= 13:40:55 Material number 90 (used by element 46325 ) 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 = 18292.500 TIME= 13:40:55 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\Scr6\file.err ) for these warning messages. *** NOTE *** CP = 18292.500 TIME= 13:40:55 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 13:40:56 JUL 17, 2012 CP= 18294.344 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 = 18294.875 TIME= 13:40:56 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 = 18295.109 TIME= 13:40:57 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 18295.109 TIME= 13:40:57 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 18295.109 TIME= 13:40:57 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 1.000 CRITERION= 8.040 MOMENT CONVERGENCE VALUE = 0.1401 CRITERION= 302.0 *** WARNING *** CP = 18343.500 TIME= 13:41:41 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 5.800 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9710E-01 LINE SEARCH PARAMETER = 0.9179 SCALED MAX DOF INC = 0.8913E-01 FORCE CONVERGENCE VALUE = 26.62 CRITERION= 8.242 MOMENT CONVERGENCE VALUE = 4.212 CRITERION= 309.4 <<< CONVERGED *** WARNING *** CP = 18409.719 TIME= 13:42:10 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5344 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5020E-01 LINE SEARCH PARAMETER = 0.8950 SCALED MAX DOF INC = -0.4493E-01 FORCE CONVERGENCE VALUE = 8.428 CRITERION= 8.440 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.164 CRITERION= 316.2 <<< CONVERGED *** WARNING *** CP = 18468.484 TIME= 13:42:37 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1813 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1985E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1985E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 16 SUBSTEP 1 COMPLETED. CUM ITER = 258 *** TIME = 15.2000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 18502.516 TIME= 13:42:55 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 46.32 CRITERION= 8.260 MOMENT CONVERGENCE VALUE = 12.91 CRITERION= 306.1 *** WARNING *** CP = 18551.125 TIME= 13:43:34 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8110 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5303E-01 LINE SEARCH PARAMETER = 0.9726 SCALED MAX DOF INC = 0.5157E-01 FORCE CONVERGENCE VALUE = 13.45 CRITERION= 8.380 MOMENT CONVERGENCE VALUE = 15.32 CRITERION= 311.1 <<< CONVERGED *** WARNING *** CP = 18609.109 TIME= 13:43:58 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2494 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4422E-01 LINE SEARCH PARAMETER = 0.7592 SCALED MAX DOF INC = 0.3358E-01 FORCE CONVERGENCE VALUE = 6.150 CRITERION= 8.574 <<< CONVERGED MOMENT CONVERGENCE VALUE = 3.374 CRITERION= 318.5 <<< CONVERGED *** WARNING *** CP = 18667.000 TIME= 13:44:26 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8797E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1466E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1466E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 16 SUBSTEP 2 COMPLETED. CUM ITER = 261 *** TIME = 15.4000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 18709.984 TIME= 13:44:41 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. 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 = 195.4 CRITERION= 8.367 MOMENT CONVERGENCE VALUE = 145.2 CRITERION= 307.7 *** WARNING *** CP = 18776.922 TIME= 13:45:11 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.885 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7884E-01 LINE SEARCH PARAMETER = 0.9770 SCALED MAX DOF INC = -0.7703E-01 FORCE CONVERGENCE VALUE = 48.52 CRITERION= 8.493 MOMENT CONVERGENCE VALUE = 23.66 CRITERION= 313.8 <<< CONVERGED *** WARNING *** CP = 18836.766 TIME= 13:45:38 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3184 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6190E-01 LINE SEARCH PARAMETER = 0.7684 SCALED MAX DOF INC = -0.4756E-01 FORCE CONVERGENCE VALUE = 14.20 CRITERION= 8.711 MOMENT CONVERGENCE VALUE = 6.140 CRITERION= 321.1 <<< CONVERGED *** WARNING *** CP = 18896.469 TIME= 13:46:06 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1250 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1633E-01 LINE SEARCH PARAMETER = 0.8168 SCALED MAX DOF INC = -0.1334E-01 FORCE CONVERGENCE VALUE = 3.615 CRITERION= 8.904 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.071 CRITERION= 327.7 <<< CONVERGED *** WARNING *** CP = 18956.734 TIME= 13:46:33 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5162E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1419E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1419E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 16 SUBSTEP 3 COMPLETED. CUM ITER = 265 *** TIME = 15.7000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 19000.328 TIME= 13:47:05 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. 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 = 110.1 CRITERION= 8.518 MOMENT CONVERGENCE VALUE = 28.68 CRITERION= 310.8 *** WARNING *** CP = 19050.016 TIME= 13:47:51 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.386 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6650E-01 LINE SEARCH PARAMETER = 0.9748 SCALED MAX DOF INC = 0.6483E-01 FORCE CONVERGENCE VALUE = 10.28 CRITERION= 8.637 MOMENT CONVERGENCE VALUE = 5.389 CRITERION= 316.1 <<< CONVERGED *** WARNING *** CP = 19108.156 TIME= 13:48:17 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3729 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3203E-01 LINE SEARCH PARAMETER = 0.8475 SCALED MAX DOF INC = 0.2714E-01 FORCE CONVERGENCE VALUE = 13.09 CRITERION= 8.866 MOMENT CONVERGENCE VALUE = 1.874 CRITERION= 324.2 <<< CONVERGED *** WARNING *** CP = 19166.641 TIME= 13:48:44 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1422 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2296E-01 LINE SEARCH PARAMETER = 0.5361 SCALED MAX DOF INC = -0.1231E-01 FORCE CONVERGENCE VALUE = 6.317 CRITERION= 9.048 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8806 CRITERION= 330.4 <<< CONVERGED *** WARNING *** CP = 19232.875 TIME= 13:49:14 There are 136 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5622E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1202E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1202E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 16 SUBSTEP 4 COMPLETED. CUM ITER = 269 *** 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 = 19278.328 TIME= 13:49:31 Material number 90 (used by element 46325 ) 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 = 19279.047 TIME= 13:49:31 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\Scr6\file.err ) for these warning messages. *** NOTE *** CP = 19279.047 TIME= 13:49:31 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 13:49:32 JUL 17, 2012 CP= 19280.531 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 = 19281.031 TIME= 13:49:33 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 = 19281.266 TIME= 13:49:33 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 19281.266 TIME= 13:49:33 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 19281.266 TIME= 13:49:33 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 2.153 CRITERION= 8.507 MOMENT CONVERGENCE VALUE = 0.1697 CRITERION= 310.6 *** WARNING *** CP = 19331.078 TIME= 13:50:10 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 6.260 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1340 LINE SEARCH PARAMETER = 0.9717 SCALED MAX DOF INC = 0.1302 FORCE CONVERGENCE VALUE = 34.72 CRITERION= 8.711 MOMENT CONVERGENCE VALUE = 7.211 CRITERION= 318.2 <<< CONVERGED *** WARNING *** CP = 19390.516 TIME= 13:50:36 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3659 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4724E-01 LINE SEARCH PARAMETER = 0.7387 SCALED MAX DOF INC = 0.3490E-01 FORCE CONVERGENCE VALUE = 12.74 CRITERION= 8.914 MOMENT CONVERGENCE VALUE = 2.214 CRITERION= 325.0 <<< CONVERGED *** WARNING *** CP = 19451.109 TIME= 13:51:06 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2553 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3924E-01 LINE SEARCH PARAMETER = 0.4738 SCALED MAX DOF INC = -0.1859E-01 FORCE CONVERGENCE VALUE = 7.715 CRITERION= 9.123 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.238 CRITERION= 331.9 <<< CONVERGED *** WARNING *** CP = 19525.062 TIME= 13:51:38 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1442 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1663E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1663E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 17 SUBSTEP 1 COMPLETED. CUM ITER = 273 *** TIME = 16.2000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 19567.375 TIME= 13:51:53 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 67.39 CRITERION= 8.709 MOMENT CONVERGENCE VALUE = 24.49 CRITERION= 314.3 *** WARNING *** CP = 19615.125 TIME= 13:52:15 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.052 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9027E-01 LINE SEARCH PARAMETER = 0.8636 SCALED MAX DOF INC = -0.7795E-01 FORCE CONVERGENCE VALUE = 14.97 CRITERION= 8.833 MOMENT CONVERGENCE VALUE = 6.164 CRITERION= 319.6 <<< CONVERGED *** WARNING *** CP = 19672.812 TIME= 13:52:40 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2929 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5968E-01 LINE SEARCH PARAMETER = 0.4705 SCALED MAX DOF INC = 0.2808E-01 FORCE CONVERGENCE VALUE = 8.490 CRITERION= 9.030 <<< CONVERGED MOMENT CONVERGENCE VALUE = 3.556 CRITERION= 326.6 <<< CONVERGED *** WARNING *** CP = 19741.391 TIME= 13:53:13 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1447 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2087E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2087E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 17 SUBSTEP 2 COMPLETED. CUM ITER = 276 *** TIME = 16.4000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 19785.047 TIME= 13:53:39 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 82.88 CRITERION= 8.818 MOMENT CONVERGENCE VALUE = 11.80 CRITERION= 316.1 *** WARNING *** CP = 19834.641 TIME= 13:54:28 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.099 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1400 LINE SEARCH PARAMETER = 0.9240 SCALED MAX DOF INC = 0.1294 FORCE CONVERGENCE VALUE = 17.81 CRITERION= 8.937 MOMENT CONVERGENCE VALUE = 4.720 CRITERION= 321.7 <<< CONVERGED *** WARNING *** CP = 19892.797 TIME= 13:54:54 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3654 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3728E-01 LINE SEARCH PARAMETER = 0.7692 SCALED MAX DOF INC = -0.2868E-01 FORCE CONVERGENCE VALUE = 12.33 CRITERION= 9.171 MOMENT CONVERGENCE VALUE = 1.583 CRITERION= 329.6 <<< CONVERGED *** WARNING *** CP = 19953.609 TIME= 13:55:20 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2720 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1015 LINE SEARCH PARAMETER = 0.7376 SCALED MAX DOF INC = 0.7488E-01 FORCE CONVERGENCE VALUE = 6.037 CRITERION= 9.372 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.9965 CRITERION= 336.3 <<< CONVERGED *** WARNING *** CP = 20018.406 TIME= 13:55:50 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1485 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4408E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4408E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 17 SUBSTEP 3 COMPLETED. CUM ITER = 280 *** TIME = 16.7000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 20062.938 TIME= 13:56:06 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. 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 = 71.72 CRITERION= 8.940 MOMENT CONVERGENCE VALUE = 28.09 CRITERION= 318.0 *** WARNING *** CP = 20111.531 TIME= 13:56:29 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9697 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1620 LINE SEARCH PARAMETER = 0.8897 SCALED MAX DOF INC = -0.1442 FORCE CONVERGENCE VALUE = 28.10 CRITERION= 9.057 MOMENT CONVERGENCE VALUE = 11.80 CRITERION= 324.0 <<< CONVERGED *** WARNING *** CP = 20170.656 TIME= 13:56:54 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3895 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6609E-01 LINE SEARCH PARAMETER = 0.6010 SCALED MAX DOF INC = 0.3972E-01 FORCE CONVERGENCE VALUE = 12.58 CRITERION= 9.284 MOMENT CONVERGENCE VALUE = 5.070 CRITERION= 331.4 <<< CONVERGED *** WARNING *** CP = 20238.078 TIME= 13:57:23 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2258 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3989E-01 LINE SEARCH PARAMETER = 0.6093 SCALED MAX DOF INC = -0.2431E-01 FORCE CONVERGENCE VALUE = 5.644 CRITERION= 9.495 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.856 CRITERION= 338.5 <<< CONVERGED *** WARNING *** CP = 20307.141 TIME= 13:57:51 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1376 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2515E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2515E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 17 SUBSTEP 4 COMPLETED. CUM ITER = 284 *** 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 = 20352.562 TIME= 13:58:10 Material number 90 (used by element 46325 ) 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 = 20353.266 TIME= 13:58:10 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\Scr6\file.err ) for these warning messages. *** NOTE *** CP = 20353.266 TIME= 13:58:10 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 13:58:11 JUL 17, 2012 CP= 20354.781 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 = 20355.406 TIME= 13:58:17 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 = 20355.625 TIME= 13:58:17 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 20355.625 TIME= 13:58:17 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 20355.625 TIME= 13:58:17 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 2.656 CRITERION= 8.947 MOMENT CONVERGENCE VALUE = 0.2873 CRITERION= 318.7 *** WARNING *** CP = 20404.844 TIME= 13:59:14 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 6.117 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1281 LINE SEARCH PARAMETER = 0.9674 SCALED MAX DOF INC = 0.1239 FORCE CONVERGENCE VALUE = 36.90 CRITERION= 9.139 MOMENT CONVERGENCE VALUE = 12.87 CRITERION= 325.7 <<< CONVERGED *** WARNING *** CP = 20463.406 TIME= 13:59:38 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4405 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5663E-01 LINE SEARCH PARAMETER = 0.6826 SCALED MAX DOF INC = 0.3866E-01 FORCE CONVERGENCE VALUE = 14.74 CRITERION= 9.354 MOMENT CONVERGENCE VALUE = 4.997 CRITERION= 333.0 <<< CONVERGED *** WARNING *** CP = 20524.000 TIME= 14:00:06 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2628 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3795E-01 LINE SEARCH PARAMETER = 0.6197 SCALED MAX DOF INC = -0.2352E-01 FORCE CONVERGENCE VALUE = 6.817 CRITERION= 9.584 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.857 CRITERION= 340.2 <<< CONVERGED *** WARNING *** CP = 20599.062 TIME= 14:00:39 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1728 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3320E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3320E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 18 SUBSTEP 1 COMPLETED. CUM ITER = 288 *** TIME = 17.2000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 20642.297 TIME= 14:00:55 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. 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 = 79.36 CRITERION= 9.131 MOMENT CONVERGENCE VALUE = 45.82 CRITERION= 321.7 *** WARNING *** CP = 20692.641 TIME= 14:01:19 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.078 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1170 LINE SEARCH PARAMETER = 0.8543 SCALED MAX DOF INC = -0.9997E-01 FORCE CONVERGENCE VALUE = 20.61 CRITERION= 9.254 MOMENT CONVERGENCE VALUE = 9.148 CRITERION= 327.3 <<< CONVERGED *** WARNING *** CP = 20750.328 TIME= 14:01:45 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3324 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5360E-01 LINE SEARCH PARAMETER = 0.6988 SCALED MAX DOF INC = 0.3745E-01 FORCE CONVERGENCE VALUE = 8.301 CRITERION= 9.474 <<< CONVERGED MOMENT CONVERGENCE VALUE = 3.480 CRITERION= 334.7 <<< CONVERGED *** WARNING *** CP = 20816.828 TIME= 14:02:15 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1742 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3531E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3531E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 18 SUBSTEP 2 COMPLETED. CUM ITER = 291 *** TIME = 17.4000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 20860.000 TIME= 14:02:30 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. 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 = 117.6 CRITERION= 9.222 MOMENT CONVERGENCE VALUE = 62.89 CRITERION= 323.3 *** WARNING *** CP = 20907.250 TIME= 14:02:52 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.128 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1917 LINE SEARCH PARAMETER = 0.8974 SCALED MAX DOF INC = 0.1720 FORCE CONVERGENCE VALUE = 57.69 CRITERION= 9.334 MOMENT CONVERGENCE VALUE = 14.80 CRITERION= 329.1 <<< CONVERGED *** WARNING *** CP = 20965.859 TIME= 14:03:19 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2972 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4025E-01 LINE SEARCH PARAMETER = 0.5935 SCALED MAX DOF INC = -0.2389E-01 FORCE CONVERGENCE VALUE = 24.91 CRITERION= 9.566 MOMENT CONVERGENCE VALUE = 6.637 CRITERION= 336.8 <<< CONVERGED *** WARNING *** CP = 21032.797 TIME= 14:03:48 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2544 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3608E-01 LINE SEARCH PARAMETER = 0.4235 SCALED MAX DOF INC = 0.1528E-01 FORCE CONVERGENCE VALUE = 15.35 CRITERION= 9.782 MOMENT CONVERGENCE VALUE = 3.909 CRITERION= 343.9 <<< CONVERGED *** WARNING *** CP = 21100.141 TIME= 14:04:18 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1155 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1550E-01 LINE SEARCH PARAMETER = 0.2888 SCALED MAX DOF INC = 0.4477E-02 FORCE CONVERGENCE VALUE = 11.03 CRITERION= 9.988 MOMENT CONVERGENCE VALUE = 2.766 CRITERION= 351.0 <<< CONVERGED *** WARNING *** CP = 21173.484 TIME= 14:04:51 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1020 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2235E-01 LINE SEARCH PARAMETER = 0.2508 SCALED MAX DOF INC = -0.5604E-02 FORCE CONVERGENCE VALUE = 8.299 CRITERION= 10.20 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.071 CRITERION= 358.1 <<< CONVERGED *** WARNING *** CP = 21247.031 TIME= 14:05:23 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1056 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2831E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2831E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 18 SUBSTEP 3 COMPLETED. CUM ITER = 297 *** TIME = 17.7000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 21299.516 TIME= 14:05:42 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 65.84 CRITERION= 9.338 MOMENT CONVERGENCE VALUE = 21.34 CRITERION= 325.4 *** WARNING *** CP = 21350.141 TIME= 14:06:04 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9944 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1235 LINE SEARCH PARAMETER = 0.8034 SCALED MAX DOF INC = -0.9926E-01 FORCE CONVERGENCE VALUE = 27.04 CRITERION= 9.464 MOMENT CONVERGENCE VALUE = 4.919 CRITERION= 331.2 <<< CONVERGED *** WARNING *** CP = 21411.219 TIME= 14:06:31 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3942 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6285E-01 LINE SEARCH PARAMETER = 0.7106 SCALED MAX DOF INC = 0.4467E-01 FORCE CONVERGENCE VALUE = 10.94 CRITERION= 9.709 MOMENT CONVERGENCE VALUE = 2.080 CRITERION= 339.1 <<< CONVERGED *** WARNING *** CP = 21480.906 TIME= 14:07:01 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1911 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2331E-01 LINE SEARCH PARAMETER = 0.4198 SCALED MAX DOF INC = -0.9782E-02 FORCE CONVERGENCE VALUE = 6.770 CRITERION= 9.917 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.165 CRITERION= 346.1 <<< CONVERGED *** WARNING *** CP = 21551.578 TIME= 14:07:31 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1334 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2626E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2626E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 18 SUBSTEP 4 COMPLETED. CUM ITER = 301 *** 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 = 21598.500 TIME= 14:07:48 Material number 90 (used by element 46325 ) 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 = 21599.109 TIME= 14:07:48 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\Scr6\file.err ) for these warning messages. *** NOTE *** CP = 21599.109 TIME= 14:07:48 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 14:07:49 JUL 17, 2012 CP= 21601.000 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 = 21601.609 TIME= 14:07:53 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 = 21601.859 TIME= 14:07:54 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 21601.859 TIME= 14:07:54 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 21601.859 TIME= 14:07:54 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 2.105 CRITERION= 9.341 MOMENT CONVERGENCE VALUE = 0.3110 CRITERION= 325.7 *** WARNING *** CP = 21718.969 TIME= 14:08:54 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 8.535 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1425 LINE SEARCH PARAMETER = 0.9158 SCALED MAX DOF INC = 0.1305 FORCE CONVERGENCE VALUE = 70.72 CRITERION= 9.515 MOMENT CONVERGENCE VALUE = 10.81 CRITERION= 332.8 <<< CONVERGED *** WARNING *** CP = 21778.312 TIME= 14:09:19 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7396 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5624E-01 LINE SEARCH PARAMETER = 0.6670 SCALED MAX DOF INC = 0.3751E-01 FORCE CONVERGENCE VALUE = 24.05 CRITERION= 9.742 MOMENT CONVERGENCE VALUE = 3.663 CRITERION= 340.4 <<< CONVERGED *** WARNING *** CP = 21837.219 TIME= 14:09:45 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3011 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2405E-01 LINE SEARCH PARAMETER = 0.7073 SCALED MAX DOF INC = 0.1701E-01 FORCE CONVERGENCE VALUE = 8.612 CRITERION= 10.02 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.434 CRITERION= 348.3 <<< CONVERGED *** WARNING *** CP = 21904.938 TIME= 14:10:14 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1654 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3876E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3876E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 19 SUBSTEP 1 COMPLETED. CUM ITER = 305 *** TIME = 18.2000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 21947.281 TIME= 14:10:29 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. 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 = 100.3 CRITERION= 9.573 MOMENT CONVERGENCE VALUE = 29.48 CRITERION= 329.6 *** WARNING *** CP = 21996.234 TIME= 14:11:08 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4162 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7854E-01 LINE SEARCH PARAMETER = 0.7867 SCALED MAX DOF INC = 0.6179E-01 FORCE CONVERGENCE VALUE = 26.83 CRITERION= 9.697 MOMENT CONVERGENCE VALUE = 8.634 CRITERION= 335.1 <<< CONVERGED *** WARNING *** CP = 22054.734 TIME= 14:11:35 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2867 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3004E-01 LINE SEARCH PARAMETER = 0.6751 SCALED MAX DOF INC = 0.2028E-01 FORCE CONVERGENCE VALUE = 11.48 CRITERION= 9.941 MOMENT CONVERGENCE VALUE = 3.222 CRITERION= 343.0 <<< CONVERGED *** WARNING *** CP = 22113.328 TIME= 14:12:00 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1949 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2507E-01 LINE SEARCH PARAMETER = 0.6757 SCALED MAX DOF INC = -0.1694E-01 FORCE CONVERGENCE VALUE = 5.347 CRITERION= 10.16 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.116 CRITERION= 350.3 <<< CONVERGED *** WARNING *** CP = 22172.219 TIME= 14:12:34 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1220 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2462E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2462E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 19 SUBSTEP 2 COMPLETED. CUM ITER = 309 *** TIME = 18.4000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 22215.688 TIME= 14:12:53 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. 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 = 109.9 CRITERION= 9.728 MOMENT CONVERGENCE VALUE = 28.78 CRITERION= 331.4 *** WARNING *** CP = 22264.406 TIME= 14:13:47 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.853 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1842 LINE SEARCH PARAMETER = 0.9551 SCALED MAX DOF INC = -0.1759 1 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 65.99 CRITERION= 9.775 MOMENT CONVERGENCE VALUE = 29.33 CRITERION= 336.8 <<< CONVERGED *** WARNING *** CP = 22322.141 TIME= 14:14:15 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3792 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6525E-01 LINE SEARCH PARAMETER = 0.7456 SCALED MAX DOF INC = 0.4865E-01 FORCE CONVERGENCE VALUE = 19.64 CRITERION= 10.08 MOMENT CONVERGENCE VALUE = 9.421 CRITERION= 345.9 <<< CONVERGED *** WARNING *** CP = 22380.969 TIME= 14:14:41 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3699 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5327E-01 LINE SEARCH PARAMETER = 0.7446 SCALED MAX DOF INC = -0.3967E-01 FORCE CONVERGENCE VALUE = 12.76 CRITERION= 10.32 MOMENT CONVERGENCE VALUE = 1.547 CRITERION= 353.3 <<< CONVERGED *** WARNING *** CP = 22447.922 TIME= 14:15:13 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2466 CRITERION= 0.2215 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5684E-01 LINE SEARCH PARAMETER = 0.7001 SCALED MAX DOF INC = 0.3979E-01 FORCE CONVERGENCE VALUE = 4.661 CRITERION= 10.53 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7155 CRITERION= 360.3 <<< CONVERGED *** WARNING *** CP = 22506.312 TIME= 14:15:39 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1805 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5176E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5176E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 19 SUBSTEP 3 COMPLETED. CUM ITER = 314 *** TIME = 18.7000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 22557.688 TIME= 14:16:01 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. 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 = 158.6 CRITERION= 9.858 MOMENT CONVERGENCE VALUE = 72.47 CRITERION= 334.2 *** WARNING *** CP = 22604.891 TIME= 14:16:40 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.126 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1318 LINE SEARCH PARAMETER = 0.1364 SCALED MAX DOF INC = 0.1799E-01 2 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 138.0 CRITERION= 10.04 MOMENT CONVERGENCE VALUE = 62.22 CRITERION= 341.9 <<< CONVERGED *** WARNING *** CP = 22680.078 TIME= 14:17:13 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8979 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1139 LINE SEARCH PARAMETER = 0.8856 SCALED MAX DOF INC = 0.1009 FORCE CONVERGENCE VALUE = 21.96 CRITERION= 10.26 MOMENT CONVERGENCE VALUE = 6.270 CRITERION= 347.7 <<< CONVERGED *** WARNING *** CP = 22738.422 TIME= 14:17:41 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3421 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1790 LINE SEARCH PARAMETER = 0.5468E-01 SCALED MAX DOF INC = 0.9790E-02 FORCE CONVERGENCE VALUE = 19.54 CRITERION= 10.47 MOMENT CONVERGENCE VALUE = 5.921 CRITERION= 355.6 <<< CONVERGED *** WARNING *** CP = 22805.469 TIME= 14:18:14 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2231 CRITERION= 0.2215 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4461E-01 LINE SEARCH PARAMETER = 0.5907 SCALED MAX DOF INC = -0.2635E-01 FORCE CONVERGENCE VALUE = 9.192 CRITERION= 10.69 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.445 CRITERION= 362.9 <<< CONVERGED *** WARNING *** CP = 22874.453 TIME= 14:18:50 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2377 CRITERION= 0.2215 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1074 LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 0.5370E-02 FORCE CONVERGENCE VALUE = 8.559 CRITERION= 10.91 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.315 CRITERION= 370.4 <<< CONVERGED *** WARNING *** CP = 22940.219 TIME= 14:19:23 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1545 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3588E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3588E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 19 SUBSTEP 4 COMPLETED. CUM ITER = 320 *** 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 = 22984.844 TIME= 14:19:48 Material number 90 (used by element 46325 ) 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 = 22985.578 TIME= 14:19:48 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\Scr6\file.err ) for these warning messages. *** NOTE *** CP = 22985.578 TIME= 14:19:48 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 14:19:49 JUL 17, 2012 CP= 22987.469 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 = 22987.938 TIME= 14:19:57 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 = 22988.188 TIME= 14:19:57 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. *** WARNING *** CP = 22988.188 TIME= 14:19:57 255 MPC equations were released for the rigid constraint surface identified by real constant set 70 due to overconstraint detection logic. *** WARNING *** CP = 22988.188 TIME= 14:19:57 255 MPC equations were released for the rigid constraint surface identified by real constant set 72 due to overconstraint detection logic. FORCE CONVERGENCE VALUE = 7.911 CRITERION= 9.859 MOMENT CONVERGENCE VALUE = 0.5216 CRITERION= 334.0 *** WARNING *** CP = 23037.875 TIME= 14:20:39 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 3.998 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1801 LINE SEARCH PARAMETER = 0.1624 SCALED MAX DOF INC = 0.2926E-01 FORCE CONVERGENCE VALUE = 21.53 CRITERION= 10.06 MOMENT CONVERGENCE VALUE = 0.5765 CRITERION= 341.7 <<< CONVERGED *** WARNING *** CP = 23128.672 TIME= 14:21:18 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 3.340 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9128E-01 LINE SEARCH PARAMETER = 0.9768 SCALED MAX DOF INC = 0.8916E-01 FORCE CONVERGENCE VALUE = 10.84 CRITERION= 10.26 MOMENT CONVERGENCE VALUE = 4.727 CRITERION= 348.3 <<< CONVERGED *** WARNING *** CP = 23188.266 TIME= 14:21:44 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3110 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1627 LINE SEARCH PARAMETER = 0.7020E-01 SCALED MAX DOF INC = 0.1142E-01 FORCE CONVERGENCE VALUE = 10.04 CRITERION= 10.47 <<< CONVERGED MOMENT CONVERGENCE VALUE = 4.341 CRITERION= 355.9 <<< CONVERGED *** WARNING *** CP = 23280.406 TIME= 14:22:23 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2489 CRITERION= 0.2215 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1297 LINE SEARCH PARAMETER = 0.5808E-01 SCALED MAX DOF INC = 0.7530E-02 FORCE CONVERGENCE VALUE = 8.801 CRITERION= 10.69 <<< CONVERGED MOMENT CONVERGENCE VALUE = 4.090 CRITERION= 363.4 <<< CONVERGED *** WARNING *** CP = 23348.688 TIME= 14:22:53 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1364 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1005E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1005E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 20 SUBSTEP 1 COMPLETED. CUM ITER = 325 *** TIME = 19.2000 TIME INC = 0.200000 *** AUTO STEP TIME: NEXT TIME INC = 0.20000 UNCHANGED *** NOTE *** CP = 23384.156 TIME= 14:23:06 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 30.11 CRITERION= 9.932 MOMENT CONVERGENCE VALUE = 16.22 CRITERION= 336.8 *** WARNING *** CP = 23432.703 TIME= 14:23:28 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.707 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7908E-01 LINE SEARCH PARAMETER = 0.6466 SCALED MAX DOF INC = -0.5114E-01 FORCE CONVERGENCE VALUE = 17.89 CRITERION= 10.11 MOMENT CONVERGENCE VALUE = 6.311 CRITERION= 342.4 <<< CONVERGED *** WARNING *** CP = 23499.062 TIME= 14:23:57 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6899 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1487 LINE SEARCH PARAMETER = 0.8146E-01 SCALED MAX DOF INC = 0.1211E-01 FORCE CONVERGENCE VALUE = 17.86 CRITERION= 10.31 MOMENT CONVERGENCE VALUE = 5.805 CRITERION= 349.8 <<< CONVERGED *** WARNING *** CP = 23566.203 TIME= 14:24:26 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5892 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5398E-01 LINE SEARCH PARAMETER = 0.9057 SCALED MAX DOF INC = 0.4889E-01 FORCE CONVERGENCE VALUE = 5.358 CRITERION= 10.54 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.9644 CRITERION= 356.7 <<< CONVERGED *** WARNING *** CP = 23624.922 TIME= 14:24:52 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2393 CRITERION= 0.2215 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1490 LINE SEARCH PARAMETER = 0.7299E-01 SCALED MAX DOF INC = 0.1088E-01 FORCE CONVERGENCE VALUE = 2.512 CRITERION= 10.76 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8528 CRITERION= 364.2 <<< CONVERGED *** WARNING *** CP = 23725.625 TIME= 14:25:34 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6626E-01 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1326E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1326E-01 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 20 SUBSTEP 2 COMPLETED. CUM ITER = 330 *** TIME = 19.4000 TIME INC = 0.200000 *** AUTO TIME STEP: NEXT TIME INC = 0.30000 INCREASED (FACTOR = 1.5000) *** NOTE *** CP = 23770.422 TIME= 14:25:50 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 70.98 CRITERION= 9.975 MOMENT CONVERGENCE VALUE = 5.342 CRITERION= 337.8 *** WARNING *** CP = 23819.219 TIME= 14:26:22 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3786 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8603E-01 LINE SEARCH PARAMETER = 0.8941 SCALED MAX DOF INC = -0.7692E-01 FORCE CONVERGENCE VALUE = 8.939 CRITERION= 10.14 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.719 CRITERION= 342.1 <<< CONVERGED *** WARNING *** CP = 23879.297 TIME= 14:26:47 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2652 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1190 LINE SEARCH PARAMETER = 0.1915 SCALED MAX DOF INC = 0.2278E-01 FORCE CONVERGENCE VALUE = 6.871 CRITERION= 10.35 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.511 CRITERION= 349.8 <<< CONVERGED *** WARNING *** CP = 23982.797 TIME= 14:27:31 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2337 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8387E-01 LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 0.4193E-02 FORCE CONVERGENCE VALUE = 15.28 CRITERION= 10.57 MOMENT CONVERGENCE VALUE = 1.415 CRITERION= 357.2 <<< CONVERGED *** WARNING *** CP = 24052.219 TIME= 14:27:59 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2663 CRITERION= 0.2215 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1645 LINE SEARCH PARAMETER = 0.4242 SCALED MAX DOF INC = -0.6979E-01 FORCE CONVERGENCE VALUE = 7.335 CRITERION= 10.80 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1.320 CRITERION= 364.4 <<< CONVERGED *** WARNING *** CP = 24121.859 TIME= 14:28:30 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2937 CRITERION= 0.2215 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1693 LINE SEARCH PARAMETER = 0.2070 SCALED MAX DOF INC = 0.3503E-01 FORCE CONVERGENCE VALUE = 5.567 CRITERION= 11.03 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8190 CRITERION= 372.2 <<< CONVERGED *** WARNING *** CP = 24217.766 TIME= 14:29:08 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2256 CRITERION= 0.2215 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1373 LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 0.6863E-02 FORCE CONVERGENCE VALUE = 5.117 CRITERION= 11.25 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6966 CRITERION= 380.1 <<< CONVERGED *** WARNING *** CP = 24314.000 TIME= 14:29:50 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1812 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1151 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1151 >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7 *** LOAD STEP 20 SUBSTEP 3 COMPLETED. CUM ITER = 337 *** TIME = 19.7000 TIME INC = 0.300000 *** AUTO STEP TIME: NEXT TIME INC = 0.30000 UNCHANGED *** NOTE *** CP = 24359.203 TIME= 14:30:06 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 1514. CRITERION= 10.17 MOMENT CONVERGENCE VALUE = 9.592 CRITERION= 356.4 *** WARNING *** CP = 24408.031 TIME= 14:30:42 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5793 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2038 LINE SEARCH PARAMETER = 0.9881 SCALED MAX DOF INC = 0.2014 FORCE CONVERGENCE VALUE = 36.28 CRITERION= 10.19 MOMENT CONVERGENCE VALUE = 4.020 CRITERION= 345.4 <<< CONVERGED *** WARNING *** CP = 24465.453 TIME= 14:31:08 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= -0.1854 LINE SEARCH PARAMETER = 0.4062 SCALED MAX DOF INC = -0.7530E-01 FORCE CONVERGENCE VALUE = 23.05 CRITERION= 10.42 MOMENT CONVERGENCE VALUE = 1.949 CRITERION= 352.0 <<< CONVERGED *** WARNING *** CP = 24548.234 TIME= 14:31:43 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2735 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9025E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9025E-01 FORCE CONVERGENCE VALUE = 348.5 CRITERION= 10.67 MOMENT CONVERGENCE VALUE = 1.429 CRITERION= 356.8 <<< CONVERGED *** WARNING *** CP = 24606.766 TIME= 14:32:09 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4645 CRITERION= 0.2215 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3222 LINE SEARCH PARAMETER = 0.9072 SCALED MAX DOF INC = -0.2923 FORCE CONVERGENCE VALUE = 55.95 CRITERION= 10.88 MOMENT CONVERGENCE VALUE = 4.231 CRITERION= 366.4 <<< CONVERGED *** WARNING *** CP = 24664.281 TIME= 14:32:35 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6307 CRITERION= 0.2215 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4386 LINE SEARCH PARAMETER = 0.7109 SCALED MAX DOF INC = 0.3118 FORCE CONVERGENCE VALUE = 278.8 CRITERION= 11.11 MOMENT CONVERGENCE VALUE = 4.088 CRITERION= 378.5 <<< CONVERGED *** WARNING *** CP = 24738.031 TIME= 14:33:07 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2297 CRITERION= 0.2215 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7637E-01 LINE SEARCH PARAMETER = 0.9671 SCALED MAX DOF INC = 0.7386E-01 FORCE CONVERGENCE VALUE = 13.95 CRITERION= 11.32 MOMENT CONVERGENCE VALUE = 3.098 CRITERION= 382.2 <<< CONVERGED *** WARNING *** CP = 24795.906 TIME= 14:33:33 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3273 CRITERION= 0.2215 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1775 LINE SEARCH PARAMETER = 0.1094 SCALED MAX DOF INC = 0.1942E-01 FORCE CONVERGENCE VALUE = 19.81 CRITERION= 11.55 MOMENT CONVERGENCE VALUE = 2.013 CRITERION= 390.2 <<< CONVERGED *** WARNING *** CP = 24886.969 TIME= 14:34:12 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2015 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7414E-01 LINE SEARCH PARAMETER = 0.7291 SCALED MAX DOF INC = -0.5405E-01 FORCE CONVERGENCE VALUE = 315.8 CRITERION= 11.79 MOMENT CONVERGENCE VALUE = 0.6903 CRITERION= 396.4 <<< CONVERGED *** WARNING *** CP = 24962.484 TIME= 14:34:44 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3843 CRITERION= 0.2215 EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2779 LINE SEARCH PARAMETER = 0.9342 SCALED MAX DOF INC = -0.2597 FORCE CONVERGENCE VALUE = 31.76 CRITERION= 12.03 MOMENT CONVERGENCE VALUE = 3.252 CRITERION= 404.7 <<< CONVERGED *** WARNING *** CP = 25021.016 TIME= 14:35:11 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6261 CRITERION= 0.2215 EQUIL ITER 10 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4401 LINE SEARCH PARAMETER = 0.7153 SCALED MAX DOF INC = 0.3148 FORCE CONVERGENCE VALUE = 291.1 CRITERION= 12.29 MOMENT CONVERGENCE VALUE = 4.146 CRITERION= 418.6 <<< CONVERGED *** WARNING *** CP = 25095.922 TIME= 14:35:43 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2379 CRITERION= 0.2215 EQUIL ITER 11 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8388E-01 LINE SEARCH PARAMETER = 0.9688 SCALED MAX DOF INC = 0.8126E-01 FORCE CONVERGENCE VALUE = 12.50 CRITERION= 12.53 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.905 CRITERION= 423.5 <<< CONVERGED *** WARNING *** CP = 25154.656 TIME= 14:36:09 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2991 CRITERION= 0.2215 EQUIL ITER 12 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1615 LINE SEARCH PARAMETER = 0.7601E-01 SCALED MAX DOF INC = 0.1227E-01 FORCE CONVERGENCE VALUE = 18.90 CRITERION= 12.79 MOMENT CONVERGENCE VALUE = 2.080 CRITERION= 432.3 <<< CONVERGED *** WARNING *** CP = 25221.281 TIME= 14:36:39 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2099 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 13 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7524E-01 LINE SEARCH PARAMETER = 0.2913 SCALED MAX DOF INC = -0.2192E-01 FORCE CONVERGENCE VALUE = 418.7 CRITERION= 13.05 MOMENT CONVERGENCE VALUE = 1.315 CRITERION= 439.9 <<< CONVERGED *** WARNING *** CP = 25295.125 TIME= 14:37:11 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 2.313 CRITERION= 0.2215 EQUIL ITER 14 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.674 LINE SEARCH PARAMETER = 0.3789 SCALED MAX DOF INC = -0.6344 FORCE CONVERGENCE VALUE = 142.5 CRITERION= 13.32 MOMENT CONVERGENCE VALUE = 9.650 CRITERION= 447.3 <<< CONVERGED *** WARNING *** CP = 25360.250 TIME= 14:37:39 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.319 CRITERION= 0.2215 EQUIL ITER 15 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8634 LINE SEARCH PARAMETER = 0.6596 SCALED MAX DOF INC = 0.5695 FORCE CONVERGENCE VALUE = 118.8 CRITERION= 13.58 MOMENT CONVERGENCE VALUE = 19.68 CRITERION= 457.7 <<< CONVERGED *** WARNING *** CP = 25436.328 TIME= 14:38:13 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7593 CRITERION= 0.2215 EQUIL ITER 16 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1051 LINE SEARCH PARAMETER = 0.8247 SCALED MAX DOF INC = -0.8664E-01 1 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 150.7 CRITERION= 13.87 MOMENT CONVERGENCE VALUE = 3.862 CRITERION= 476.1 <<< CONVERGED *** WARNING *** CP = 25494.312 TIME= 14:38:39 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5753 CRITERION= 0.2215 EQUIL ITER 17 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1081 LINE SEARCH PARAMETER = 0.9073 SCALED MAX DOF INC = 0.9806E-01 FORCE CONVERGENCE VALUE = 36.51 CRITERION= 14.12 MOMENT CONVERGENCE VALUE = 3.929 CRITERION= 469.8 <<< CONVERGED *** WARNING *** CP = 25551.188 TIME= 14:39:07 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2348 CRITERION= 0.2215 EQUIL ITER 18 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9638E-01 LINE SEARCH PARAMETER = 0.2176 SCALED MAX DOF INC = 0.2098E-01 FORCE CONVERGENCE VALUE = 27.03 CRITERION= 14.41 MOMENT CONVERGENCE VALUE = 3.001 CRITERION= 483.1 <<< CONVERGED *** WARNING *** CP = 25632.766 TIME= 14:39:41 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1582 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 19 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8585E-01 LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 0.4293E-02 FORCE CONVERGENCE VALUE = 441.5 CRITERION= 14.71 MOMENT CONVERGENCE VALUE = 2.852 CRITERION= 493.1 <<< CONVERGED *** WARNING *** CP = 25698.047 TIME= 14:40:11 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 10.41 CRITERION= 0.3897 EQUIL ITER 20 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -7.602 *** WARNING *** CP = 25700.609 TIME= 14:40:12 Element 44496. Plane stress iteration did not converge for out of plane deformation. *** WARNING *** CP = 25701.453 TIME= 14:40:13 Element 46194. Plane stress iteration did not converge for out of plane deformation. *** NOTE *** CP = 25701.719 TIME= 14:40:13 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 20 SUBSTEP 4 NOT COMPLETED. CUM ITER = 358 *** BEGIN BISECTION NUMBER 1 NEW TIME INCREMENT= 0.10500 *** NOTE *** CP = 25702.594 TIME= 14:40:14 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 761.5 CRITERION= 10.04 MOMENT CONVERGENCE VALUE = 2.637 CRITERION= 347.9 *** WARNING *** CP = 25750.938 TIME= 14:40:35 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7434 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1338 LINE SEARCH PARAMETER = 0.9822 SCALED MAX DOF INC = 0.1314 FORCE CONVERGENCE VALUE = 25.35 CRITERION= 10.19 MOMENT CONVERGENCE VALUE = 2.754 CRITERION= 345.4 <<< CONVERGED *** WARNING *** CP = 25809.641 TIME= 14:41:02 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3512 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1301 LINE SEARCH PARAMETER = 0.4062 SCALED MAX DOF INC = -0.5284E-01 FORCE CONVERGENCE VALUE = 423.6 CRITERION= 10.41 MOMENT CONVERGENCE VALUE = 1.216 CRITERION= 352.4 <<< CONVERGED *** WARNING *** CP = 25892.969 TIME= 14:41:37 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.398 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9529 LINE SEARCH PARAMETER = 0.9109 SCALED MAX DOF INC = -0.8679 FORCE CONVERGENCE VALUE = 75.46 CRITERION= 10.64 MOMENT CONVERGENCE VALUE = 14.30 CRITERION= 361.2 <<< CONVERGED *** WARNING *** CP = 25951.328 TIME= 14:42:03 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 4.424 CRITERION= 0.2215 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.985 LINE SEARCH PARAMETER = 0.5555 SCALED MAX DOF INC = -1.103 2 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 0.2008E+05 CRITERION= 10.84 MOMENT CONVERGENCE VALUE = 209.2 CRITERION= 431.4 <<< CONVERGED *** WARNING *** CP = 26035.031 TIME= 14:42:38 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.224 CRITERION= 0.2215 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8930 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.8930 1 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 589.1 CRITERION= 11.21 MOMENT CONVERGENCE VALUE = 50.51 CRITERION= 448.0 <<< CONVERGED *** WARNING *** CP = 26094.078 TIME= 14:43:05 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.794 CRITERION= 0.2215 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3327 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3327 1 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 510.5 CRITERION= 11.24 MOMENT CONVERGENCE VALUE = 48.59 CRITERION= 377.7 <<< CONVERGED *** WARNING *** CP = 26152.516 TIME= 14:43:31 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 7.918 CRITERION= 0.2948 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -5.864 *** WARNING *** CP = 26155.141 TIME= 14:43:32 Element 44496. Plane stress iteration did not converge for out of plane deformation. *** NOTE *** CP = 26156.359 TIME= 14:43:33 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 20 SUBSTEP 4 NOT COMPLETED. CUM ITER = 365 *** BEGIN BISECTION NUMBER 2 NEW TIME INCREMENT= 0.36750E-01 *** NOTE *** CP = 26157.484 TIME= 14:43:34 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 593.9 CRITERION= 10.02 MOMENT CONVERGENCE VALUE = 1.383 CRITERION= 345.3 *** WARNING *** CP = 26205.188 TIME= 14:43:57 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.8439 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1163 LINE SEARCH PARAMETER = 0.9752 SCALED MAX DOF INC = -0.1135 FORCE CONVERGENCE VALUE = 21.36 CRITERION= 10.19 MOMENT CONVERGENCE VALUE = 2.255 CRITERION= 345.1 <<< CONVERGED *** WARNING *** CP = 26263.062 TIME= 14:44:22 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3246 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1215 LINE SEARCH PARAMETER = 0.4062 SCALED MAX DOF INC = 0.4935E-01 FORCE CONVERGENCE VALUE = 410.3 CRITERION= 10.40 MOMENT CONVERGENCE VALUE = 0.9961 CRITERION= 352.3 <<< CONVERGED *** WARNING *** CP = 26345.672 TIME= 14:44:59 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9176 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6251 LINE SEARCH PARAMETER = 0.9400 SCALED MAX DOF INC = -0.5876 FORCE CONVERGENCE VALUE = 45.89 CRITERION= 10.62 MOMENT CONVERGENCE VALUE = 8.169 CRITERION= 358.3 <<< CONVERGED *** WARNING *** CP = 26403.312 TIME= 14:45:24 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.213 CRITERION= 0.2215 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7598 LINE SEARCH PARAMETER = 0.7658 SCALED MAX DOF INC = 0.5819 FORCE CONVERGENCE VALUE = 293.9 CRITERION= 10.82 MOMENT CONVERGENCE VALUE = 16.95 CRITERION= 363.7 <<< CONVERGED *** WARNING *** CP = 26479.031 TIME= 14:46:00 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3703 CRITERION= 0.2215 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1390 LINE SEARCH PARAMETER = 0.9794 SCALED MAX DOF INC = 0.1362 FORCE CONVERGENCE VALUE = 434.5 CRITERION= 11.05 MOMENT CONVERGENCE VALUE = 4.573 CRITERION= 375.5 <<< CONVERGED *** WARNING *** CP = 26538.250 TIME= 14:46:27 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 4.689 CRITERION= 0.2215 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -3.306 *** WARNING *** CP = 26540.625 TIME= 14:46:28 Element 44414. Plane stress iteration did not converge for out of plane deformation. *** NOTE *** CP = 26541.734 TIME= 14:46:29 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 20 SUBSTEP 4 NOT COMPLETED. CUM ITER = 371 *** BEGIN BISECTION NUMBER 3 NEW TIME INCREMENT= 0.12863E-01 *** NOTE *** CP = 26542.703 TIME= 14:46:29 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 524.6 CRITERION= 10.01 MOMENT CONVERGENCE VALUE = 1.129 CRITERION= 344.0 *** WARNING *** CP = 26590.578 TIME= 14:46:52 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9403 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1156 LINE SEARCH PARAMETER = 0.9694 SCALED MAX DOF INC = -0.1121 FORCE CONVERGENCE VALUE = 19.72 CRITERION= 10.19 MOMENT CONVERGENCE VALUE = 2.154 CRITERION= 344.7 <<< CONVERGED *** WARNING *** CP = 26654.719 TIME= 14:47:20 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= 0.1351 LINE SEARCH PARAMETER = 0.4062 SCALED MAX DOF INC = 0.5488E-01 FORCE CONVERGENCE VALUE = 402.2 CRITERION= 10.40 MOMENT CONVERGENCE VALUE = 0.9957 CRITERION= 352.3 <<< CONVERGED *** WARNING *** CP = 26743.359 TIME= 14:48:05 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7963 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5418 LINE SEARCH PARAMETER = 0.9441 SCALED MAX DOF INC = -0.5115 FORCE CONVERGENCE VALUE = 39.14 CRITERION= 10.61 MOMENT CONVERGENCE VALUE = 6.922 CRITERION= 357.6 <<< CONVERGED *** WARNING *** CP = 26802.109 TIME= 14:48:30 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.047 CRITERION= 0.2215 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6670 LINE SEARCH PARAMETER = 0.7575 SCALED MAX DOF INC = 0.5052 FORCE CONVERGENCE VALUE = 256.8 CRITERION= 10.82 MOMENT CONVERGENCE VALUE = 12.57 CRITERION= 365.5 <<< CONVERGED *** WARNING *** CP = 26876.781 TIME= 14:49:06 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3378 CRITERION= 0.2215 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1162 LINE SEARCH PARAMETER = 0.9635 SCALED MAX DOF INC = 0.1120 FORCE CONVERGENCE VALUE = 438.4 CRITERION= 11.05 MOMENT CONVERGENCE VALUE = 4.007 CRITERION= 374.3 <<< CONVERGED *** WARNING *** CP = 26935.312 TIME= 14:49:35 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 10.58 CRITERION= 0.3785 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -7.470 *** WARNING *** CP = 26937.984 TIME= 14:49:36 Element 44414. Plane stress iteration did not converge for out of plane deformation. *** WARNING *** CP = 26937.984 TIME= 14:49:36 Element 44415. Plane stress iteration did not converge for out of plane deformation. *** WARNING *** CP = 26937.984 TIME= 14:49:36 Element 44415. Plane stress iteration did not converge for out of plane deformation. *** WARNING *** CP = 26937.984 TIME= 14:49:36 Element 44415. Plane stress iteration did not converge for out of plane deformation. *** WARNING *** CP = 26938.828 TIME= 14:49:37 Element 46194. Plane stress iteration did not converge for out of plane deformation. *** NOTE *** CP = 26939.109 TIME= 14:49:37 One or more elements have become highly distorted. Excessive distortion of elements is usually a symptom indicating the need for corrective action elsewhere. Try incrementing the load more slowly (increase the number of substeps or decrease the time step size). You may need to improve your mesh to obtain elements with better aspect ratios. Also consider the behavior of materials, contact pairs, and/or constraint equations. If this message appears in the first iteration of first substep, be sure to perform element shape checking. *** LOAD STEP 20 SUBSTEP 4 NOT COMPLETED. CUM ITER = 377 *** BEGIN BISECTION NUMBER 4 NEW TIME INCREMENT= 0.45019E-02 *** NOTE *** CP = 26939.812 TIME= 14:49:38 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 524.6 CRITERION= 10.01 MOMENT CONVERGENCE VALUE = 1.129 CRITERION= 344.0 *** WARNING *** CP = 26987.391 TIME= 14:50:02 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9120 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1157 LINE SEARCH PARAMETER = 0.9680 SCALED MAX DOF INC = -0.1120 FORCE CONVERGENCE VALUE = 20.02 CRITERION= 10.19 MOMENT CONVERGENCE VALUE = 2.122 CRITERION= 344.7 <<< CONVERGED *** WARNING *** CP = 27046.141 TIME= 14:50:33 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3306 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1348 LINE SEARCH PARAMETER = 0.4062 SCALED MAX DOF INC = 0.5475E-01 FORCE CONVERGENCE VALUE = 402.0 CRITERION= 10.40 MOMENT CONVERGENCE VALUE = 0.9774 CRITERION= 352.3 <<< CONVERGED *** WARNING *** CP = 27129.438 TIME= 14:51:11 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7936 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5395 LINE SEARCH PARAMETER = 0.9443 SCALED MAX DOF INC = -0.5094 FORCE CONVERGENCE VALUE = 38.93 CRITERION= 10.61 MOMENT CONVERGENCE VALUE = 6.885 CRITERION= 357.6 <<< CONVERGED *** WARNING *** CP = 27186.297 TIME= 14:51:37 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.042 CRITERION= 0.2215 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6641 LINE SEARCH PARAMETER = 0.7575 SCALED MAX DOF INC = 0.5031 FORCE CONVERGENCE VALUE = 256.8 CRITERION= 10.82 MOMENT CONVERGENCE VALUE = 12.45 CRITERION= 365.5 <<< CONVERGED *** WARNING *** CP = 27261.828 TIME= 14:52:13 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3368 CRITERION= 0.2215 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1157 LINE SEARCH PARAMETER = 0.9634 SCALED MAX DOF INC = 0.1115 FORCE CONVERGENCE VALUE = 438.5 CRITERION= 11.04 MOMENT CONVERGENCE VALUE = 3.994 CRITERION= 374.2 <<< CONVERGED *** WARNING *** CP = 27320.516 TIME= 14:52:42 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 10.58 CRITERION= 0.3785 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -7.470 *** WARNING *** CP = 27323.609 TIME= 14:52:43 Element 44415. Plane stress iteration did not converge for out of plane deformation. *** WARNING *** CP = 27323.609 TIME= 14:52:43 Element 44415. Plane stress iteration did not converge for out of plane deformation. *** WARNING *** CP = 27323.609 TIME= 14:52:43 Element 44415. Plane stress iteration did not converge for out of plane deformation. *** WARNING *** CP = 27324.438 TIME= 14:52:44 Element 46194. Plane stress iteration did not converge for out of plane deformation. *** NOTE *** CP = 27324.719 TIME= 14:52:44 One or more elements have become highly distorted. Excessive distortion of elements is usually a symptom indicating the need for corrective action elsewhere. Try incrementing the load more slowly (increase the number of substeps or decrease the time step size). You may need to improve your mesh to obtain elements with better aspect ratios. Also consider the behavior of materials, contact pairs, and/or constraint equations. If this message appears in the first iteration of first substep, be sure to perform element shape checking. *** LOAD STEP 20 SUBSTEP 4 NOT COMPLETED. CUM ITER = 383 *** BEGIN BISECTION NUMBER 5 NEW TIME INCREMENT= 0.15757E-02 *** NOTE *** CP = 27325.469 TIME= 14:52:45 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 524.6 CRITERION= 10.01 MOMENT CONVERGENCE VALUE = 1.129 CRITERION= 344.0 *** WARNING *** CP = 27373.344 TIME= 14:53:10 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9065 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1158 LINE SEARCH PARAMETER = 0.9666 SCALED MAX DOF INC = -0.1119 FORCE CONVERGENCE VALUE = 20.09 CRITERION= 10.19 MOMENT CONVERGENCE VALUE = 2.108 CRITERION= 344.7 <<< CONVERGED *** WARNING *** CP = 27431.141 TIME= 14:53:40 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3307 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1345 LINE SEARCH PARAMETER = 0.4062 SCALED MAX DOF INC = 0.5465E-01 FORCE CONVERGENCE VALUE = 401.9 CRITERION= 10.40 MOMENT CONVERGENCE VALUE = 0.9704 CRITERION= 352.3 <<< CONVERGED *** WARNING *** CP = 27511.688 TIME= 14:54:19 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7889 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5360 LINE SEARCH PARAMETER = 0.9446 SCALED MAX DOF INC = -0.5063 FORCE CONVERGENCE VALUE = 38.58 CRITERION= 10.61 MOMENT CONVERGENCE VALUE = 6.830 CRITERION= 357.6 <<< CONVERGED *** WARNING *** CP = 27569.172 TIME= 14:54:47 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.036 CRITERION= 0.2215 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6602 LINE SEARCH PARAMETER = 0.7578 SCALED MAX DOF INC = 0.5003 FORCE CONVERGENCE VALUE = 258.1 CRITERION= 10.82 MOMENT CONVERGENCE VALUE = 12.29 CRITERION= 365.5 <<< CONVERGED *** WARNING *** CP = 27645.328 TIME= 14:55:24 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3352 CRITERION= 0.2215 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1153 LINE SEARCH PARAMETER = 0.9635 SCALED MAX DOF INC = 0.1111 FORCE CONVERGENCE VALUE = 16.86 CRITERION= 11.04 MOMENT CONVERGENCE VALUE = 3.982 CRITERION= 374.1 <<< CONVERGED *** WARNING *** CP = 27703.766 TIME= 14:55:52 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2938 CRITERION= 0.2215 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1266 LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 0.6330E-02 FORCE CONVERGENCE VALUE = 422.4 CRITERION= 11.27 MOMENT CONVERGENCE VALUE = 3.109 CRITERION= 382.1 <<< CONVERGED *** WARNING *** CP = 27772.031 TIME= 14:56:26 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 2.297 CRITERION= 0.2215 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.597 LINE SEARCH PARAMETER = 0.4975 SCALED MAX DOF INC = -0.7947 FORCE CONVERGENCE VALUE = 159.2 CRITERION= 11.50 MOMENT CONVERGENCE VALUE = 13.59 CRITERION= 387.3 <<< CONVERGED *** WARNING *** CP = 27837.812 TIME= 14:56:59 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.667 CRITERION= 0.2215 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 1.075 LINE SEARCH PARAMETER = 0.6680 SCALED MAX DOF INC = 0.7182 1 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 270.2 CRITERION= 11.71 MOMENT CONVERGENCE VALUE = 27.28 CRITERION= 394.4 <<< CONVERGED *** WARNING *** CP = 27911.547 TIME= 14:57:35 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6015 CRITERION= 0.2215 EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1055 LINE SEARCH PARAMETER = 0.8237 SCALED MAX DOF INC = -0.8693E-01 FORCE CONVERGENCE VALUE = 189.0 CRITERION= 11.97 MOMENT CONVERGENCE VALUE = 5.238 CRITERION= 408.2 <<< CONVERGED >>> PREDICTED NUMBER OF ITERATIONS FOR CONVERGENCE= 80 EXCEEDS MAX OF 40 *** LOAD STEP 20 SUBSTEP 4 NOT COMPLETED. CUM ITER = 392 *** BEGIN BISECTION NUMBER 6 NEW TIME INCREMENT= 0.10000E-02 *** NOTE *** CP = 27936.359 TIME= 14:57:44 Multiple constraints have been applied on degree of freedom 1 of contact node 72749. The program will remove certain internal MPCs. Please check the model carefully. FORCE CONVERGENCE VALUE = 524.6 CRITERION= 10.01 MOMENT CONVERGENCE VALUE = 1.129 CRITERION= 344.0 *** WARNING *** CP = 27984.516 TIME= 14:58:09 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.9057 CRITERION= 0.2215 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1158 LINE SEARCH PARAMETER = 0.9665 SCALED MAX DOF INC = -0.1119 FORCE CONVERGENCE VALUE = 20.11 CRITERION= 10.19 MOMENT CONVERGENCE VALUE = 2.106 CRITERION= 344.7 <<< CONVERGED *** WARNING *** CP = 28042.750 TIME= 14:58:37 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3307 CRITERION= 0.2215 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1345 LINE SEARCH PARAMETER = 0.4062 SCALED MAX DOF INC = 0.5465E-01 FORCE CONVERGENCE VALUE = 401.8 CRITERION= 10.40 MOMENT CONVERGENCE VALUE = 0.9694 CRITERION= 352.3 <<< CONVERGED *** WARNING *** CP = 28125.328 TIME= 14:59:15 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.7887 CRITERION= 0.2215 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5359 LINE SEARCH PARAMETER = 0.9446 SCALED MAX DOF INC = -0.5062 FORCE CONVERGENCE VALUE = 38.56 CRITERION= 10.61 MOMENT CONVERGENCE VALUE = 6.828 CRITERION= 357.6 <<< CONVERGED *** WARNING *** CP = 28183.844 TIME= 14:59:44 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.035 CRITERION= 0.2215 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6600 LINE SEARCH PARAMETER = 0.7578 SCALED MAX DOF INC = 0.5001 FORCE CONVERGENCE VALUE = 258.1 CRITERION= 10.82 MOMENT CONVERGENCE VALUE = 12.28 CRITERION= 365.5 <<< CONVERGED *** WARNING *** CP = 28258.391 TIME= 15:00:18 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3351 CRITERION= 0.2215 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1153 LINE SEARCH PARAMETER = 0.9635 SCALED MAX DOF INC = 0.1111 FORCE CONVERGENCE VALUE = 16.86 CRITERION= 11.04 MOMENT CONVERGENCE VALUE = 3.981 CRITERION= 374.1 <<< CONVERGED *** WARNING *** CP = 28316.719 TIME= 15:00:47 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2938 CRITERION= 0.2215 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1266 LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 0.6331E-02 FORCE CONVERGENCE VALUE = 422.5 CRITERION= 11.27 MOMENT CONVERGENCE VALUE = 3.109 CRITERION= 382.1 <<< CONVERGED *** WARNING *** CP = 28382.812 TIME= 15:01:19 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 2.303 CRITERION= 0.2215 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.602 LINE SEARCH PARAMETER = 0.4961 SCALED MAX DOF INC = -0.7948 FORCE CONVERGENCE VALUE = 159.2 CRITERION= 11.50 MOMENT CONVERGENCE VALUE = 13.59 CRITERION= 387.3 <<< CONVERGED *** WARNING *** CP = 28448.750 TIME= 15:01:50 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.667 CRITERION= 0.2215 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 1.075 LINE SEARCH PARAMETER = 0.6680 SCALED MAX DOF INC = 0.7182 1 JOINT ELEMENTS WITH LAG MULT OPTION DO NOT SATISFY JOINT CONSTRAINT CONDITIONS FORCE CONVERGENCE VALUE = 270.1 CRITERION= 11.71 MOMENT CONVERGENCE VALUE = 27.27 CRITERION= 394.5 <<< CONVERGED *** WARNING *** CP = 28524.047 TIME= 15:02:28 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6015 CRITERION= 0.2215 EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1056 LINE SEARCH PARAMETER = 0.8236 SCALED MAX DOF INC = -0.8694E-01 FORCE CONVERGENCE VALUE = 188.9 CRITERION= 11.97 MOMENT CONVERGENCE VALUE = 5.238 CRITERION= 408.2 <<< CONVERGED *** WARNING *** CP = 28583.578 TIME= 15:02:57 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.2533 CRITERION= 0.2215 EQUIL ITER 10 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7214E-01 LINE SEARCH PARAMETER = 0.9242 SCALED MAX DOF INC = 0.6667E-01 FORCE CONVERGENCE VALUE = 43.47 CRITERION= 12.20 MOMENT CONVERGENCE VALUE = 1.802 CRITERION= 414.6 <<< CONVERGED *** WARNING *** CP = 28642.359 TIME= 15:03:24 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.6330 CRITERION= 0.2215 EQUIL ITER 11 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2398 LINE SEARCH PARAMETER = 0.1094 SCALED MAX DOF INC = 0.2623E-01 FORCE CONVERGENCE VALUE = 423.9 CRITERION= 12.45 MOMENT CONVERGENCE VALUE = 1.645 CRITERION= 421.2 <<< CONVERGED *** WARNING *** CP = 28733.953 TIME= 15:04:06 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 2.878 CRITERION= 0.2215 EQUIL ITER 12 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.052 LINE SEARCH PARAMETER = 0.3232 SCALED MAX DOF INC = -0.6630 FORCE CONVERGENCE VALUE = 101.8 CRITERION= 12.71 MOMENT CONVERGENCE VALUE = 11.30 CRITERION= 427.7 <<< CONVERGED *** WARNING *** CP = 28799.375 TIME= 15:04:37 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.469 CRITERION= 0.2215 EQUIL ITER 13 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9693 LINE SEARCH PARAMETER = 0.6314 SCALED MAX DOF INC = 0.6120 FORCE CONVERGENCE VALUE = 103.6 CRITERION= 12.95 MOMENT CONVERGENCE VALUE = 20.80 CRITERION= 436.3 <<< CONVERGED *** WARNING *** CP = 28874.734 TIME= 15:05:14 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3553 CRITERION= 0.2215 EQUIL ITER 14 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7554E-01 LINE SEARCH PARAMETER = 0.5630 SCALED MAX DOF INC = 0.4253E-01 FORCE CONVERGENCE VALUE = 147.7 CRITERION= 13.23 MOMENT CONVERGENCE VALUE = 11.13 CRITERION= 447.9 <<< CONVERGED *** WARNING *** CP = 28940.516 TIME= 15:05:46 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1890 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 15 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8036E-01 LINE SEARCH PARAMETER = 0.9455 SCALED MAX DOF INC = -0.7598E-01 FORCE CONVERGENCE VALUE = 9.510 CRITERION= 13.50 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2.550 CRITERION= 456.4 <<< CONVERGED *** WARNING *** CP = 28999.547 TIME= 15:06:15 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.5102 CRITERION= 0.2215 EQUIL ITER 16 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3327 LINE SEARCH PARAMETER = 0.2281 SCALED MAX DOF INC = 0.7590E-01 FORCE CONVERGENCE VALUE = 411.8 CRITERION= 13.78 MOMENT CONVERGENCE VALUE = 1.938 CRITERION= 466.1 <<< CONVERGED *** WARNING *** CP = 29091.953 TIME= 15:06:58 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 2.771 CRITERION= 0.2215 EQUIL ITER 17 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -2.028 LINE SEARCH PARAMETER = 0.3046 SCALED MAX DOF INC = -0.6176 FORCE CONVERGENCE VALUE = 74.76 CRITERION= 14.07 MOMENT CONVERGENCE VALUE = 9.057 CRITERION= 475.1 <<< CONVERGED *** WARNING *** CP = 29158.047 TIME= 15:07:29 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 1.382 CRITERION= 0.2215 EQUIL ITER 18 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9376 LINE SEARCH PARAMETER = 0.6306 SCALED MAX DOF INC = 0.5913 FORCE CONVERGENCE VALUE = 158.4 CRITERION= 14.34 MOMENT CONVERGENCE VALUE = 19.50 CRITERION= 484.9 <<< CONVERGED *** WARNING *** CP = 29233.547 TIME= 15:08:05 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.3361 CRITERION= 0.2215 EQUIL ITER 19 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9121E-01 LINE SEARCH PARAMETER = 0.4834 SCALED MAX DOF INC = 0.4409E-01 FORCE CONVERGENCE VALUE = 97.86 CRITERION= 14.64 MOMENT CONVERGENCE VALUE = 10.59 CRITERION= 494.9 <<< CONVERGED *** WARNING *** CP = 29300.594 TIME= 15:08:38 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.1700 CRITERION= 0.2215 <<< CONVERGED EQUIL ITER 20 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4837E-01 LINE SEARCH PARAMETER = 0.9100 SCALED MAX DOF INC = 0.4402E-01 FORCE CONVERGENCE VALUE = 15.55 CRITERION= 14.94 MOMENT CONVERGENCE VALUE = 2.041 CRITERION= 503.5 <<< CONVERGED *** WARNING *** CP = 29359.562 TIME= 15:09:08 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 0.4462 CRITERION= 0.2215 EQUIL ITER 21 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2976 LINE SEARCH PARAMETER = 0.1094 SCALED MAX DOF INC = 0.3255E-01 FORCE CONVERGENCE VALUE = 433.1 CRITERION= 15.24 MOMENT CONVERGENCE VALUE = 1.757 CRITERION= 513.9 <<< CONVERGED *** WARNING *** CP = 29449.500 TIME= 15:09:52 There are 12 small equation solver pivot terms. DISP CONVERGENCE VALUE = 6.613 CRITERION= 0.2507 EQUIL ITER 22 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -4.803 *** WARNING *** CP = 29452.125 TIME= 15:09:52 Element 44415. Plane stress iteration did not converge for out of plane deformation. *** WARNING *** CP = 29452.125 TIME= 15:09:52 Element 44415. Plane stress iteration did not converge for out of plane deformation. *** WARNING *** CP = 29452.141 TIME= 15:09:52 Element 44496. Plane stress iteration did not converge for out of plane deformation. ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 19 Max. Penetration of -8.260695925E-02 has been detected between contact element 48302 and target element 50035. 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 -2.824993731E-02 has been detected between contact element 49888 and target element 46607. *** WARNING *** CP = 29453.328 TIME= 15:09:54 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 -0.112880287 has been detected between contact element 53373 and target element 53799. 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 -4.395177367E-02 has been detected between contact element 53645 and target element 51676. *** WARNING *** CP = 29453.328 TIME= 15:09:54 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 23 Max. Penetration of -0.16868055 has been detected between contact element 57126 and target element 57555. 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 24 Max. Penetration of -0.235915279 has been detected between contact element 57366 and target element 55435. *** WARNING *** CP = 29453.328 TIME= 15:09:54 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 25 Max. Penetration of -1.211319831E-02 has been detected between contact element 60765 and target element 61251. 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 26 Max. Penetration of -1.571286844E-02 has been detected between contact element 61101 and target element 59064. *** WARNING *** CP = 29453.328 TIME= 15:09:54 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 -6.969040612E-02 has been detected between contact element 63256 and target element 65033. 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 -2.797693087E-02 has been detected between contact element 64845 and target element 61561. *** WARNING *** CP = 29453.328 TIME= 15:09:54 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 -5.197677476E-02 has been detected between contact element 67947 and target element 68793. 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 -2.797668046E-02 has been detected between contact element 68634 and target element 66322. *** WARNING *** CP = 29453.328 TIME= 15:09:54 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 -6.279495675E-02 has been detected between contact element 70722 and target element 72527. 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 -3.340519875E-02 has been detected between contact element 72357 and target element 69067. *** WARNING *** CP = 29453.328 TIME= 15:09:54 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 -4.317484001E-02 has been detected between contact element 75419 and target element 76255. 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 -2.822836649E-02 has been detected between contact element 76114 and target element 73058. *** WARNING *** CP = 29453.328 TIME= 15:09:54 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 -3.33984487 has been detected between contact element 79592 and target element 82903. Max. Closed gap 50.2481584 has been detected between contact element 79671 and target element 83063. *** WARNING *** CP = 29453.344 TIME= 15:09:54 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 310 target elements. *** NOTE *** CP = 29453.344 TIME= 15:09:54 You may reduce the pinball to speed up contact searching. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 36 Max. Penetration of -2.17300787 has been detected between contact element 80400 and target element 77009. Max. Closed gap 50.2473573 has been detected between contact element 81367 and target element 77975. *** WARNING *** CP = 29453.344 TIME= 15:09:54 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 299 target elements. *** NOTE *** CP = 29453.375 TIME= 15:09:54 You may reduce the pinball to speed up contact searching. ************************************************* *** WARNING *** CP = 29453.375 TIME= 15:09:54 The unconverged solution (identified as time 20 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 . . . . . . . . . . 19.700 TIME AT START OF THE LOAD STEP . . . . 19.000 TIME AT END OF THE LOAD STEP . . . . . 20.000 ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= file.db FOR POSSIBLE RESUME FROM THIS POINT NUMBER OF WARNING MESSAGES ENCOUNTERED= 506 NUMBER OF ERROR MESSAGES ENCOUNTERED= 0 ***** PROBLEM TERMINATED BY INDICATED ERROR(S) OR BY END OF INPUT DATA ***** ***************************************************** CPU TIME SPENT FOR CONTACT DATABASE 0.969 CONTACT SEARCH 401.145 CONTACT ELEMENTS 1221.824 OTHER ELEMENTS 12049.562 CE SWAPING 50.453 EQUATION SOLVER 15732.609 TOTAL SYSTEM 29455.594 ***************************************************** +--------------------- A N S Y S S T A T I S T I C S ------------------------+ Release: 13.0SP2 UP20110309 Version: WINDOWS x64 Date Run: 07/17/2012 Time: 15:10 Windows Process ID: 3044 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\Scr6 Elapsed time spent pre-processing model (/PREP7) : 1.7 seconds Elapsed time spent solution - preprocessing : 40.2 seconds Elapsed time spent computing solution : 14930.5 seconds Elapsed time spent solution - postprocessing : 0.0 seconds Elapsed time spent post-processing model (/POST1) : 0.0 seconds Equation solver computational rate : 5713.7 Mflops Equation solver effective I/O rate : 2528.8 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 95 MB Maximum Scratch Memory Used 1927 MB | | | |---------------------------------------------------------------------------| | | | CP Time (sec) = 29455.875 Time = 15:10:09 | | Elapsed Time (sec) = 14999.000 Date = 07/17/2012 | | | *---------------------------------------------------------------------------*