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superyoujian木蟲 (小有名氣)
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[求助]
大神幫忙看看workbench的solution information 已有2人參與
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Solver Output ANSYS Multiphysics *------------------------------------------------------------------* | | | W E L C O M E T O T H E A N S Y S (R) P R O G R A M | | | *------------------------------------------------------------------* *************************************************************** * ANSYS 14.0 LEGAL NOTICES * *************************************************************** * * * Copyright 2011 SAS IP, Inc. All rights reserved. * * Unauthorized use, distribution or duplication is * * prohibited. * * * * Ansys is a registered trademark of ANSYS, Inc. or its * * subsidiaries in the United States or other countries. * * See the ANSYS, Inc. online documentation or the ANSYS, Inc. * * documentation CD or online help for the complete Legal * * Notice. * * * *************************************************************** * * * THIS ANSYS SOFTWARE PRODUCT AND PROGRAM DOCUMENTATION * * INCLUDE TRADE SECRETS AND CONFIDENTIAL AND PROPRIETARY * * PRODUCTS OF ANSYS, INC., ITS SUBSIDIARIES, OR LICENSORS. * * The software products and documentation are furnished by * * ANSYS, Inc. or its subsidiaries under a software license * * agreement that contains provisions concerning * * non-disclosure, copying, length and nature of use, * * compliance with exporting laws, warranties, disclaimers, * * limitations of liability, and remedies, and other * * provisions. The software products and documentation may be * * used, disclosed, transferred, or copied only in accordance * * with the terms and conditions of that software license * * agreement. * * * * ANSYS, Inc. is a UL registered * * ISO 9001:2008 company. * * * *************************************************************** * * * This product is subject to U.S. laws governing export and * * re-export. * * * * For U.S. Government users, except as specifically granted * * by the ANSYS, Inc. software license agreement, the use, * * duplication, or disclosure by the United States Government * * is subject to restrictions stated in the ANSYS, Inc. * * software license agreement and FAR 12.212 (for non-DOD * * licenses). * * * *************************************************************** ***** ANSYS COMMAND LINE ARGUMENTS ***** BATCH MODE REQUESTED (-b) = NOLIST INPUT FILE COPY MODE (-c) = COPY 2 PARALLEL CPUS REQUESTED START-UP FILE MODE = NOREAD STOP FILE MODE = NOREAD 00000000 VERSION=WINDOWS x64 RELEASE= 14.0 UP20111024 CURRENT JOBNAME=file 17:28:22 MAY 19, 2014 CP= 1.014 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= 17.4727778 TITLE= ansys fibre 2014051801--Static Structural (A5) SET PARAMETER DIMENSIONS ON _WB_PROJECTSCRATCH_DIR TYPE=STRI DIMENSIONS= 248 1 1 PARAMETER _WB_PROJECTSCRATCH_DIR(1) = D:\ansys 保存文件\_ProjectScratch\ScrA4F\ SET PARAMETER DIMENSIONS ON _WB_SOLVERFILES_DIR TYPE=STRI DIMENSIONS= 248 1 1 PARAMETER _WB_SOLVERFILES_DIR(1) = D:\ansys 保存文件\ansys fibre 2014051801_files\dp0\SYS\MECH\ SET PARAMETER DIMENSIONS ON _WB_USERFILES_DIR TYPE=STRI DIMENSIONS= 248 1 1 PARAMETER _WB_USERFILES_DIR(1) = D:\ansys 保存文件\ansys fibre 2014051801_files\user_files\ --- 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 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Multiphysics 00000000 VERSION=WINDOWS x64 17:28:22 MAY 19, 2014 CP= 1.014 ansys fibre 2014051801--Static Structural (A5) ***** ANSYS ANALYSIS DEFINITION (PREP7) ***** *********** Nodes for the whole assembly *********** *********** Elements for Body 1 "Part 1" *********** *********** Elements for Body 2 "Part 2" *********** *********** Elements for Body 3 "Part 3" *********** *********** Elements for Body 4 "Part 4" *********** *********** Elements for Body 5 "Part 5" *********** *********** Elements for Body 6 "Part 6" *********** *********** Elements for Body 7 "Part 7" *********** *********** Elements for Body 8 "Part 8" *********** *********** Elements for Body 9 "Part 9" *********** *********** Elements for Body 10 "Part 10" *********** *********** Elements for Body 11 "Part 11" *********** *********** Send User Defined Coordinate System(s) *********** *********** Set Reference Temperature *********** *********** Send Materials *********** *********** Create Contact "Contact Region" *********** Real Contact Set For Above Contact Is 13 & 12 *********** Create Contact "Contact Region 2" *********** Real Contact Set For Above Contact Is 15 & 14 *********** Create Contact "Contact Region 3" *********** Real Contact Set For Above Contact Is 17 & 16 *********** Create Contact "Contact Region 4" *********** Real Contact Set For Above Contact Is 19 & 18 *********** Create Contact "Contact Region 5" *********** Real Contact Set For Above Contact Is 21 & 20 *********** Create Contact "Contact Region 6" *********** Real Contact Set For Above Contact Is 23 & 22 *********** Create Contact "Contact Region 7" *********** Real Contact Set For Above Contact Is 25 & 24 *********** Create Contact "Contact Region 8" *********** Real Contact Set For Above Contact Is 27 & 26 *********** Create Contact "Contact Region 9" *********** Real Contact Set For Above Contact Is 29 & 28 *********** Create Contact "Contact Region 10" *********** Real Contact Set For Above Contact Is 31 & 30 ******* Constant Zero Displacement X ******* ******* Constant Zero Displacement Y ******* ******* Constant Zero Displacement Z ******* *********** Define Force Using Surface Effect Elements *********** ***** ROUTINE COMPLETED ***** CP = 24.040 --- Number of total nodes = 2938414 --- Number of contact elements = 214992 --- Number of spring elements = 0 --- Number of solid elements = 1713490 --- Number of total elements = 1928482 *GET _WALLBSOL FROM ACTI ITEM=TIME WALL VALUE= 17.4775000 **************************************************************************** ************************* 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 USE PRECONDITIONED CONJUGATE GRADIENT SOLVER CONVERGENCE TOLERANCE = 1.00000E-08 MAXIMUM ITERATION = NumNode*DofPerNode* 1.0000 MEMORY SAVING OPTION TURNED ON FOR PCG SOLVER 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 DELETE RESTART FILES OF ENDSTEP **************************************************** ******************* SOLVE FOR LS 1 **************** SELECT FOR ITEM=TYPE COMPONENT= IN RANGE 32 TO 32 STEP 1 1360 ELEMENTS (OF 1928482 DEFINED) SELECTED BY ESEL COMMAND. SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2875 NODES (OF 2938414 DEFINED) SELECTED FROM 1360 SELECTED ELEMENTS BY NSLE COMMAND. SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS LKEY = 1 KVAL = 1 SET ACCORDING TO TABLE PARAMETER = _LOADVARI96X SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS LKEY = 2 KVAL = 1 SET ACCORDING TO TABLE PARAMETER = _LOADVARI96Y SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS LKEY = 3 KVAL = 1 SET ACCORDING TO TABLE PARAMETER = _LOADVARI96Z ALL SELECT FOR ITEM=NODE COMPONENT= IN RANGE 1 TO 2938414 STEP 1 2938414 NODES (OF 2938414 DEFINED) SELECTED BY NSEL COMMAND. ALL SELECT FOR ITEM=ELEM COMPONENT= IN RANGE 1 TO 1928482 STEP 1 1928482 ELEMENTS (OF 1928482 DEFINED) SELECTED BY ESEL COMMAND. PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 1 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 10 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM 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 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 = 25.335 TIME= 17:28:40 Element shape checking is currently inactive. Issue SHPP,ON or SHPP,WARN to reactivate, if desired. *** WARNING *** CP = 28.767 TIME= 17:28:42 SOLID186 wedges are recommended only in regions of relatively low stress gradients. *** NOTE *** CP = 52.432 TIME= 17:28:54 The model data was checked and warning messages were found. Please review output or errors file ( D:\ansys 保存文件\_ProjectScratch\ScrA4F\file.err ) for these warning messages. *** SELECTION OF ELEMENT TECHNOLOGIES FOR APPLICABLE ELEMENTS *** --- GIVE SUGGESTIONS AND RESET THE KEY OPTIONS --- ELEMENT TYPE 1 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 2 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 3 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 4 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 5 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 6 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 7 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 8 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 9 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 10 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 11 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Multiphysics 00000000 VERSION=WINDOWS x64 17:28:54 MAY 19, 2014 CP= 52.884 ansys fibre 2014051801--Static Structural (A5) 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 ANALYSIS TYPE . . . . . . . . . . . . . . . . .STATIC (STEADY-STATE) OFFSET TEMPERATURE FROM ABSOLUTE ZERO . . . . . 273.15 NONLINEAR GEOMETRIC EFFECTS . . . . . . . . . .ON EQUATION SOLVER OPTION. . . . . . . . . . . . .PCG MEMORY SAVING OPTION. . . . . . . . . . . .ON TOLERANCE. . . . . . . . . . . . . . . . . . 1.00000E-08 NEWTON-RAPHSON OPTION . . . . . . . . . . . . .PROGRAM CHOSEN GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC *** WARNING *** CP = 53.976 TIME= 17:28:56 Material number 13 (used by element 1713491 ) 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 = 55.724 TIME= 17:28:57 The step data was checked and warning messages were found. Please review output or errors file ( D:\ansys 保存文件\_ProjectScratch\ScrA4F\file.err ) for these warning messages. *** NOTE *** CP = 55.724 TIME= 17:28:57 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. *** NOTE *** CP = 55.724 TIME= 17:28:57 The conditions for direct assembly have been met. No .emat or .erot files will be produced. 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 . . . . . . . . . 1 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 10 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 15 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS 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 SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 112.430 TIME= 17:29:52 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 = 112.430 TIME= 17:29:52 Symmetric Deformable- deformable contact pair identified by real constant set 12 and contact element type 12 has been set up. The companion pair has real constant set ID 13. Both pairs should have the same behavior. ANSYS will keep the current pair and deactivate its companion pair, resulting in asymmetric contact. Contact algorithm: Augmented Lagrange method Contact detection at: Gauss integration point Contact stiffness factor FKN 10.000 The resulting contact stiffness 0.32538E+07 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.27959E-03 Default opening contact stiffness OPSF will be used. Default tangent stiffness factor FKT 1.0000 Default elastic slip factor SLTOL 0.50000E-02 The resulting elastic slip 0.28047E-04 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 0.56095E-02 Average contact pair depth 0.27959E-02 Default pinball region factor PINB 0.50000 The resulting pinball region 0.13980E-02 Initial penetration/gap is excluded. Bonded contact (always) is defined. *** NOTE *** CP = 112.446 TIME= 17:29:52 Max. Initial penetration 4.97875064E-04 was detected between contact element 1926117 and target element 1917836. You may move entire target surface by : x= -1.115890198E-04, y= -4.684548737E-04, z= -1.26402141E-04,to reduce initial penetration. **************************************** MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. *** NOTE *** CP = 134.395 TIME= 17:30:16 The PCG solver has automatically set the level of difficulty for this model to 2. *** NOTE *** CP = 524.491 TIME= 17:40:56 One of the contact searching regions contains at least 174 target elements. You may reduce the pinball radius (current value 1.397972717E-03) for contact pair identified by real constant set 12 to speed up contact searching. ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 13 *** NOTE *** CP = 524.491 TIME= 17:40:56 Contact pair is inactive. *** NOTE *** CP = 524.491 TIME= 17:40:56 One of the contact searching regions contains at least 166 target elements. You may reduce the pinball radius (current value 1.382498732E-03) for contact pair identified by real constant set 14 to speed up contact searching. ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 15 *** NOTE *** CP = 524.491 TIME= 17:40:56 Contact pair is inactive. *** NOTE *** CP = 524.491 TIME= 17:40:56 One of the contact searching regions contains at least 150 target elements. You may reduce the pinball radius (current value 1.393519598E-03) for contact pair identified by real constant set 16 to speed up contact searching. ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 17 *** NOTE *** CP = 524.491 TIME= 17:40:56 Contact pair is inactive. *** NOTE *** CP = 524.491 TIME= 17:40:56 One of the contact searching regions contains at least 168 target elements. You may reduce the pinball radius (current value 1.436950939E-03) for contact pair identified by real constant set 18 to speed up contact searching. ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 19 *** NOTE *** CP = 524.491 TIME= 17:40:56 Contact pair is inactive. *** NOTE *** CP = 524.491 TIME= 17:40:56 One of the contact searching regions contains at least 167 target elements. You may reduce the pinball radius (current value 1.380703584E-03) for contact pair identified by real constant set 20 to speed up contact searching. ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 21 *** NOTE *** CP = 524.491 TIME= 17:40:56 Contact pair is inactive. *** NOTE *** CP = 524.491 TIME= 17:40:56 One of the contact searching regions contains at least 162 target elements. You may reduce the pinball radius (current value 1.39018869E-03) for contact pair identified by real constant set 22 to speed up contact searching. ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 23 *** NOTE *** CP = 524.491 TIME= 17:40:56 Contact pair is inactive. *** NOTE *** CP = 524.491 TIME= 17:40:56 One of the contact searching regions contains at least 146 target elements. You may reduce the pinball radius (current value 1.438762085E-03) for contact pair identified by real constant set 24 to speed up contact searching. ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 25 *** NOTE *** CP = 524.491 TIME= 17:40:56 Contact pair is inactive. *** NOTE *** CP = 524.491 TIME= 17:40:56 One of the contact searching regions contains at least 141 target elements. You may reduce the pinball radius (current value 1.3404877E-03) for contact pair identified by real constant set 26 to speed up contact searching. ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 27 *** NOTE *** CP = 524.491 TIME= 17:40:56 Contact pair is inactive. *** NOTE *** CP = 524.491 TIME= 17:40:56 One of the contact searching regions contains at least 150 target elements. You may reduce the pinball radius (current value 1.463992244E-03) for contact pair identified by real constant set 28 to speed up contact searching. ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 29 *** NOTE *** CP = 524.491 TIME= 17:40:56 Contact pair is inactive. *** NOTE *** CP = 524.491 TIME= 17:40:56 One of the contact searching regions contains at least 145 target elements. You may reduce the pinball radius (current value 1.379706452E-03) for contact pair identified by real constant set 30 to speed up contact searching. ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 31 *** NOTE *** CP = 524.491 TIME= 17:40:56 Contact pair is inactive. Range of element maximum matrix coefficients in global coordinates Maximum = 38528.1354 at element 176648. Minimum = 1.05299715 at element 1776565. *** ELEMENT MATRIX FORMULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 17682 SOLID186 9.703 0.000549 2 16821 SOLID186 9.563 0.000568 3 17346 SOLID186 9.813 0.000566 4 17578 SOLID186 9.938 0.000565 5 17787 SOLID186 9.470 0.000532 6 19720 SOLID186 10.826 0.000549 7 15876 SOLID186 9.781 0.000616 8 19941 SOLID186 11.638 0.000584 9 15100 SOLID186 8.502 0.000563 10 18040 SOLID186 11.357 0.000630 11 1537599 SOLID187 488.937 0.000318 12 10716 CONTA174 8.409 0.000785 13 10716 TARGE170 1.092 0.000102 14 10236 CONTA174 8.970 0.000876 15 10236 TARGE170 1.451 0.000142 16 10552 CONTA174 8.986 0.000852 17 10552 TARGE170 1.498 0.000142 18 10196 CONTA174 8.174 0.000802 19 10196 TARGE170 0.827 0.000081 20 10846 CONTA174 10.905 0.001005 21 10846 TARGE170 1.123 0.000104 22 12430 CONTA174 9.547 0.000768 23 12430 TARGE170 1.077 0.000087 24 9682 CONTA174 10.826 0.001118 25 9682 TARGE170 1.248 0.000129 26 11036 CONTA174 9.345 0.000847 27 11036 TARGE170 1.061 0.000096 28 9670 CONTA174 7.441 0.000770 29 9670 TARGE170 1.092 0.000113 30 11452 CONTA174 11.622 0.001015 31 11452 TARGE170 1.825 0.000159 32 1360 SURF154 0.421 0.000310 Time at end of element matrix formulation CP = 524.537781. allocate failed idbptr= 6442909776 nPageInCore= 32768 -db -2048 set *** NOTE *** CP = 525.521 TIME= 17:42:06 Page file used. *** ERROR *** CP = 525.521 TIME= 17:42:06 An unexpected error ( SIG$SEGV ) has occurred... ANSYS internal data has been corrupted. ANSYS is unable to recover and will terminate. Previously saved files are unaffected. Please send the data leading to this operation to your technical support provider, as this will allow ANSYS, Inc to improve the program. Current ANSYS Traceback: updateAnsElm solveDBobjUpdate solveDBobjs rdbsave svkan solvcl ANSYS *** PAGE FILE USED *** NUMBER OF R/W OPERATIONS= 9 MAXIMUM RECORD NUMBER = 16393 RECORD SIZE (I*4 WORDS) = 16384 PAGE FILE SIZE (MB) = 1024.562 +--------------------- A N S Y S S T A T I S T I C S ------------------------+ Release: 14.0 Build: UP20111024 Platform: WINDOWS x64 Date Run: 05/19/2014 Time: 17:42 Windows Process ID: 5480 Compiler: Intel(R) FORTRAN Compiler Version 11.1.0 (Build: 20100414) Microsoft(R) Visual C/C++ Compiler Version 15.0 (Build: 30729) Intel(R) Math Kernel Library Version 10.3.3 Product Build 20110314 Number of cores: 2 (Shared Memory Parallel) GPU Acceleration: Not Requested Job Name: file Working Directory: D:\ansys 保存文件\_ProjectScratch\ScrA4F Elapsed time spent pre-processing model (/PREP7) : 17.1 seconds Elapsed time spent solution - preprocessing : 29.6 seconds Elapsed time spent computing solution : 0.0 seconds Elapsed time spent solution - postprocessing : 0.0 seconds Elapsed time spent post-processing model (/POST1) : 0.0 seconds Maximum total memory used : 8588.0 Mbytes Maximum total memory allocated : 9556.0 Mbytes +------------------ E N D A N S Y S S T A T I S T I C S -------------------+ *---------------------------------------------------------------------------* | | | ANSYS RUN COMPLETED | | | |---------------------------------------------------------------------------| | | | Release 14.0 UP20111024 WINDOWS x64 | | | |---------------------------------------------------------------------------| | | | Database Requested(-db) 512 MB Scratch Memory Requested 512 MB | | Maximum Database Used 16385 MB Maximum Scratch Memory Used 6536 MB | | | |---------------------------------------------------------------------------| | | | CP Time (sec) = 525.645 Time = 17:42:08 | | Elapsed Time (sec) = 829.000 Date = 05/19/2014 | | | *---------------------------------------------------------------------------* |
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2樓2014-05-20 12:37:53
土木小昊
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- 專業(yè): 結(jié)構(gòu)工程
3樓2016-01-19 23:34:17
成都酸辣粉
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- 注冊: 2017-03-15
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【答案】應(yīng)助回帖
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*** ERROR *** CP = 525.521 TIME= 17:42:06 An unexpected error ( SIG$SEGV ) has occurred... ANSYS internal data has been corrupted. ANSYS is unable to recover and will terminate. Previously saved files are unaffected. Please send the data leading to this operation to your technical support provider, as this will allow ANSYS, Inc to improve the program. 可能是硬盤空間不夠了 |
4樓2017-07-06 11:18:37
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