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October 30, 2022 at 3:41 pm
Kristian Gant
SubscriberHoping someone can help. When tyring to solve a model I get the error 'An unknown error occured during solution' I have tried creating a new project and starting again but it always fails when solving. Using Ansys 2022 Student.Â
Solver Output
Â
 Ansys Mechanical Enterprise Academic Student    Â
 *------------------------------------------------------------------*
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 |  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    |
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 *        ANSYS MAPDL 2022 R2         LEGAL NOTICES         *
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 * Copyright 1971-2022 Ansys, Inc. All rights reserved.      *
 * Unauthorized use, distribution or duplication is           *
 * prohibited.                                                *
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 * Ansys is a registered trademark of Ansys, Inc. or its      *
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 * See the Ansys, Inc. online documentation or the Ansys, Inc. *
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 * PRODUCTS OF ANSYS, INC., ITS SUBSIDIARIES, OR LICENSORS.   *
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 * 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).                                                 *
 *                                                            *
 ***************************************************************
 2022 R2
   Â
 Point Releases and Patches installed: Â
   Â
 Ansys, Inc. Products 2022 R2
 Autodyn 2022 R2
 SpaceClaim 2022 R2Â
 CFX (includes CFD-Post) 2022 R2
 Chemkin 2022 R2
 EnSight 2022 R2
 FENSAP-ICE 2022 R2Â
 Fluent (includes CFD-Post) 2022 R2Â
 Polyflow (includes CFD-Post) 2022 R2
 Forte (includes EnSight) 2022 R2
 TurboGrid 2022 R2 Â
 Aqwa 2022 R2
 Mechanical Products 2022 R2
 ACIS Geometry Interface 2022 R2
 AutoCAD Geometry Interface 2022 R2Â
 Catia, Version 4 Geometry Interface 2022 R2
 Catia, Version 5 Geometry Interface 2022 R2
 Catia, Version 6 Geometry Interface 2022 R2
 Creo Elements/Direct Modeling Geometry Interface 2022 R2
 Creo Parametric Geometry Interface 2022 R2Â
 Inventor Geometry Interface 2022 R2
 JTOpen Geometry Interface 2022 R2 Â
 NX Geometry Interface 2022 R2 Â
 Parasolid Geometry Interface 2022 R2 Â
 Solid Edge Geometry Interface 2022 R2 Â
 SOLIDWORKS Geometry Interface 2022 R2 Â
 Academic Student 2022 R2
         ***** MAPDL COMMAND LINE ARGUMENTS *****
 BATCH MODE REQUESTED (-b)   = NOLIST
 INPUT FILE COPY MODE (-c)   = COPY
 SHARED MEMORY PARALLEL REQUESTED
   SINGLE PROCESS WITH  2 THREADS REQUESTED
   TOTAL OF    2 CORES REQUESTED
 INPUT FILE NAME             = C:\Users\krist\Documents\ANSYS\_ProjectScratch\Scr5887\dummy.dat
 OUTPUT FILE NAME            = C:\Users\krist\Documents\ANSYS\_ProjectScratch\Scr5887\solve.out
 START-UP FILE MODE          = NOREAD
 STOP FILE MODE              = NOREAD
 GPU ACCELERATOR OPTION REQUESTED
    1 GPU ACCELERATOR DEVICES REQUESTED
 RELEASE= 2022 R2             BUILD= 22.2     UP20220516  VERSION=WINDOWS x64
 CURRENT JOBNAME=file 15:38:14 OCT 30, 2022 CP=     0.094
 *** NOTE ***                           CP =      0.125  TIME= 15:38:14
 The use of the ANSGPU_OVERRIDE environment variable has been detected.Â
 Please ensure that the GPU accelerator device(s) being used for this  Â
 simulation is sufficiently powerful to accelerate the simulation.     Â
 PARAMETER _DS_PROGRESS =    999.0000000  Â
 /INPUT FILE= ds.dat LINE=      0
 DO NOT WRITE ELEMENT RESULTS INTO DATABASE
 *GET _WALLSTRT FROM ACTI ITEM=TIME WALL VALUE= 15.6375000  Â
 TITLE=
 Plate--Static Structural (A5)                                               Â
 ACT Extensions:
     LSDYNA, 2022.2
     5f463412-bd3e-484b-87e7-cbc0a665e474, wbex
 /COM,    ANSYSMotion, 2022.2
     20180725-3f81-49eb-9f31-41364844c769, wbex
Â
 SET PARAMETER DIMENSIONS ON _WB_PROJECTSCRATCH_DIR
 TYPE=STRI DIMENSIONS=     248       1       1
 PARAMETER _WB_PROJECTSCRATCH_DIR(1) = C:\Users\krist\Documents\ANSYS\_ProjectScratch\Scr5887\
 SET PARAMETER DIMENSIONS ON _WB_SOLVERFILES_DIR
 TYPE=STRI DIMENSIONS=     248       1       1
 PARAMETER _WB_SOLVERFILES_DIR(1) = C:\Users\krist\Documents\ANSYS\Plate_files\dp0\SYS\MECH\
 SET PARAMETER DIMENSIONS ON _WB_USERFILES_DIR
 TYPE=STRI DIMENSIONS=     248       1       1
 PARAMETER _WB_USERFILES_DIR(1) = C:\Users\krist\Documents\ANSYS\Plate_files\user_files\
 --- Data in consistent NMM units. See Solving Units in the help system for more
 MPA UNITS SPECIFIED FOR INTERNAL  Â
 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
 *** MAPDL - ENGINEERING ANALYSIS SYSTEM RELEASE 2022 R2         22.2    ***
 Ansys Mechanical Enterprise Academic Student    Â
 00000000 VERSION=WINDOWS x64  15:38:15 OCT 30, 2022 CP=     0.719
 Plate--Static Structural (A5)                                               Â
         ***** MAPDL ANALYSIS DEFINITION (PREP7) *****
 *********** Nodes for the whole assembly ***********
 *********** Elements for Body 1 "Solid" ***********
 *********** Send User Defined Coordinate System(s) ***********
 *********** Set Reference Temperature ***********
 *********** Send Materials ***********
 *********** Fixed Supports ***********
 *********** Define Force Using Surface Effect Elements ***********
 ***** ROUTINE COMPLETED ***** CP =        0.750
 --- Number of total nodes = 2317
 --- Number of contact elements = 22
 --- Number of spring elements = 0
 --- Number of bearing elements = 0
 --- Number of solid elements = 366
 --- Number of condensed parts = 0
 --- Number of total elements = 388
 *GET _WALLBSOL FROM ACTI ITEM=TIME WALL VALUE= 15.6375000  Â
 ****************************************************************************
 *************************   SOLUTION      ********************************
 ****************************************************************************
 ***** MAPDL SOLUTION ROUTINE *****
 PERFORM A STATIC ANALYSIS
 THIS WILL BE A NEW ANALYSIS
 PARAMETER _THICKRATIO =    0.000000000  Â
 USE SPARSE MATRIX DIRECT SOLVER
 CONTACT INFORMATION PRINTOUT LEVEL      1
 NLDIAG: Nonlinear diagnostics CONT option is set to ON.
        Writing frequency : each ITERATION.
 DO NOT SAVE ANY RESTART FILES AT ALL
 ****************************************************
 ******************* SOLVE FOR LS 1 OF 1 ****************
 SELECT      FOR ITEM=TYPE COMPONENT=  Â
 IN RANGE        2 TO         2 STEP         1
        22 ELEMENTS (OF       388 DEFINED) SELECTED BY ESEL COMMAND.
 SELECT     ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
        93 NODES (OF      2317 DEFINED) SELECTED FROM
      22 SELECTED ELEMENTS BY NSLE COMMAND.
 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS LKEY = 1  KVAL = 1
    VALUES =    1.0000        1.0000        1.0000        1.0000  Â
 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS LKEY = 2  KVAL = 1
    VALUES =    0.0000        0.0000        0.0000        0.0000  Â
 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS LKEY = 3  KVAL = 1
    VALUES =    0.0000        0.0000        0.0000        0.0000  Â
 ALL SELECT  FOR ITEM=NODE COMPONENT=  Â
 IN RANGE        1 TO      2317 STEP         1
      2317 NODES (OF      2317 DEFINED) SELECTED BY NSEL COMMAND.
 ALL SELECT  FOR ITEM=ELEM COMPONENT=  Â
 IN RANGE        1 TO       906 STEP         1
       388 ELEMENTS (OF       388 DEFINED) SELECTED BY ESEL COMMAND.
 PRINTOUT RESUMED BY /GOP
 USE      1 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM
 FOR AUTOMATIC TIME STEPPING:
  USE     1 SUBSTEPS AS A MAXIMUM
  USE     1 SUBSTEPS AS A MINIMUM
 TIME= 1.0000  Â
 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 EANG ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
  FOR ALL APPLICABLE ENTITIES
 WRITE ETMP ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
  FOR ALL APPLICABLE ENTITIES
 WRITE VENG 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 CONT ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
  FOR ALL APPLICABLE ENTITIES
 *GET ANSINTER_ FROM ACTI ITEM=INT       VALUE= 0.00000000  Â
 *IF ANSINTER_                        ( =  0.00000    ) NEÂ
     0                                ( =  0.00000    ) THEN  Â
 *ENDIF
 ***** MAPDL SOLVE   COMMAND *****
 *** WARNING ***                        CP =      0.781  TIME= 15:38:15
 Element shape checking is currently inactive. Issue SHPP,ON or       Â
 SHPP,WARN to reactivate, if desired.                                  Â
 *** NOTE ***                           CP =      0.781  TIME= 15:38:15
 The model data was checked and warning messages were found.           Â
 Please review output or errors file (                                Â
 C:\Users\krist\Documents\ANSYS\_ProjectScratch\Scr5887\file.err ) for Â
 these warning messages.                                               Â
 *** 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
 *** MAPDL - ENGINEERING ANALYSIS SYSTEM RELEASE 2022 R2         22.2    ***
 Ansys Mechanical Enterprise Academic Student    Â
 00000000 VERSION=WINDOWS x64  15:38:15 OCT 30, 2022 CP=     0.781
 Plate--Static Structural (A5)                                               Â
                      S O L U T I O N  O P T I O N S
  PROBLEM DIMENSIONALITY. . . . . . . . . . . . .3-D                Â
  DEGREES OF FREEDOM. . . . . . UX  UY  UZÂ
  ANALYSIS TYPE . . . . . . . . . . . . . . . . .STATIC (STEADY-STATE)
  OFFSET TEMPERATURE FROM ABSOLUTE ZERO . . . . . 273.15  Â
  EQUATION SOLVER OPTION. . . . . . . . . . . . .SPARSE           Â
  GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRICÂ
 *** WARNING ***                        CP =      0.781  TIME= 15:38:15
 Material number 2 (used by element 885) should normally have at least Â
 one MP or one TB type command associated with it. Output of energy byÂ
 material may not be available.                                        Â
 *** NOTE ***                           CP =      0.781  TIME= 15:38:15
 The step data was checked and warning messages were found.            Â
 Please review output or errors file (                                Â
 C:\Users\krist\Documents\ANSYS\_ProjectScratch\Scr5887\file.err ) for Â
 these warning messages.                                               Â
 *** NOTE ***                           CP =      0.781  TIME= 15:38:15
 The conditions for direct assembly have been met. No .emat or .erot  Â
 files will be produced.                                               Â
                     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  Â
  NUMBER OF SUBSTEPS. . . . . . . . . . . . . . .    1
  STEP CHANGE BOUNDARY CONDITIONS . . . . . . . .   NO
  PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT
  DATABASE OUTPUT CONTROLS
     ITEM    FREQUENCY  COMPONENT
      ALL      NONE             Â
     NSOL       ALL             Â
     RSOL       ALL             Â
     EANG       ALL             Â
     ETMP       ALL             Â
     VENG       ALL             Â
     STRS       ALL             Â
     EPEL       ALL             Â
     EPPL       ALL             Â
     CONT       ALL             Â
 SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr                                                                                                                                                                                                                                                         Â
                        *********** PRECISE MASS SUMMARY ***********
  TOTAL RIGID BODY MASS MATRIX ABOUT ORIGIN
              Translational mass              |  Coupled translational/rotational mass
       0.41551E-03   0.0000       0.0000    |    0.0000      0.20776E-02  0.17280E-11
        0.0000      0.41551E-03   0.0000    |  -0.20776E-02   0.0000     -0.58671E-11
        0.0000       0.0000      0.41551E-03 |  -0.17280E-11  0.58671E-11   0.0000  Â
    ------------------------------------------ | ------------------------------------------
                                               |        Rotational mass (inertia)
                                               |   0.15203     -0.12452E-09  0.29336E-10
                                               |  -0.12452E-09  0.40323      0.86400E-11
                                               |   0.29336E-10  0.86400E-11  0.52756  Â
  TOTAL MASS = 0.41551E-03
    The mass principal axes coincide with the global Cartesian axes
  CENTER OF MASS (X,Y,Z)= -0.14120E-07 -0.41587E-08   5.0000  Â
  TOTAL INERTIA ABOUT CENTER OF MASS
       0.14164     -0.12452E-09  0.55335E-16
      -0.12452E-09  0.39284      0.18973E-18
       0.55335E-16  0.18973E-18  0.52756  Â
    The inertia principal axes coincide with the global Cartesian axes
 *** MASS SUMMARY BY ELEMENT TYPE ***
 TYPE     MASS
    1 0.415514E-03
 Range of element maximum matrix coefficients in global coordinates
 Maximum = 2100383.08 at element 235.                                  Â
 Minimum = 925395.486 at element 133.                                  Â
  *** ELEMENT MATRIX FORMULATION TIMES
    TYPE   NUMBER  ENAME     TOTAL CP AVE CP
       1      366 SOLID186     0.188  0.000512
       2       22 SURF154      0.000  0.000000
 Time at end of element matrix formulation CP = 0.9375.                Â
 SPARSE MATRIX DIRECT SOLVER.
 Number of equations =       6672,   Maximum wavefront =   237
 *** NOTE ***                           CP =      1.125  TIME= 15:38:15
 This solution uses the GPU accelerator capability.                    Â
 Memory allocated for solver             =   29.917 MB
 Memory required for in-core solution    =   28.827 MB
 Memory required for out-of-core solution =   15.468 MB
 *** NOTE ***                           CP =      1.125  TIME= 15:38:15
 The Sparse Matrix Solver is currently running in the in-core memory   Â
 mode. This memory mode uses the most amount of memory in order to    Â
 avoid using the hard drive as much as possible, which most often      Â
 results in the fastest solution time. This mode is recommended if    Â
 enough physical memory is present to accommodate all of the solver    Â
 data.                                                                 Â
 *** ERROR ***                          CP =      1.312  TIME= 15:38:15
 An unexpected error ( SIG$ILL ) has occurred... ANSYS internal data  Â
 has been corrupted. ANSYS is unable to recover and will terminate.   Â
 Previously saved files are unaffected. Please send the data leading  Â
 to this operation to your technical support provider, as this will    Â
 allow ANSYS, Inc to improve the program.                              Â
 Current ANSYS Traceback:
    mf2Factor                     Â
    DSPmain                       Â
    SolveFULL                     Â
    svkan                         Â
    solvcl                        Â
    ANSYSAll
-
November 1, 2022 at 1:09 pm
George Karnos
Ansys EmployeeI see that you haveÂ
 GPU ACCELERATOR OPTION REQUESTED
    1 GPU ACCELERATOR DEVICES REQUESTED
Does the model run when you do not use GPU?
What name/model GPU do you have installed? -
August 16, 2023 at 6:59 pm
Barak Spector
SubscriberI have a similar error - I am trying to figure out how to address if anyone can help:Â
Ansys Mechanical Enterprise Academic Student
*------------------------------------------------------------------*
| |
| 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 MAPDL 2023 R2 LEGAL NOTICES *
***************************************************************
* *
* Copyright 1971-2023 Ansys, 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 9001:2015 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). *
* *
***************************************************************
2023 R2
Point Releases and Patches installed:
Discovery 2023 R2
Autodyn 2023 R2
SpaceClaim 2023 R2
CFX (includes CFD-Post) 2023 R2
Chemkin 2023 R2
EnSight 2023 R2
FENSAP-ICE 2023 R2
Fluent (includes CFD-Post) 2023 R2
Polyflow (includes CFD-Post) 2023 R2
Forte (includes EnSight) 2023 R2
TurboGrid 2023 R2
Motion 2023 R2
Aqwa 2023 R2
Speos 2023 R2
Mechanical Products 2023 R2
Material Calibration App 2023 R2
ACIS Geometry Interface 2023 R2
AutoCAD Geometry Interface 2023 R2
Catia, Version 4 Geometry Interface 2023 R2
Catia, Version 5 Geometry Interface 2023 R2
Catia, Version 6 Geometry Interface 2023 R2
Creo Elements/Direct Modeling Geometry Interface 2023 R2
Creo Parametric Geometry Interface 2023 R2
Inventor Geometry Interface 2023 R2
JTOpen Geometry Interface 2023 R2
NX Geometry Interface 2023 R2
Parasolid Geometry Interface 2023 R2
Solid Edge Geometry Interface 2023 R2
SOLIDWORKS Geometry Interface 2023 R2
Academic Student 2023 R2
***** MAPDL COMMAND LINE ARGUMENTS *****
BATCH MODE REQUESTED (-b) = NOLIST
INPUT FILE COPY MODE (-c) = COPY
DISTRIBUTED MEMORY PARALLEL REQUESTED
4 PARALLEL PROCESSES REQUESTED WITH SINGLE THREAD PER PROCESS
TOTAL OF 4 CORES REQUESTED
INPUT FILE NAME = C:\Users\barakspector\Ansys\_ProjectScratch\Scr5F3C\dummy.dat
OUTPUT FILE NAME = C:\Users\barakspector\Ansys\_ProjectScratch\Scr5F3C\solve.out
START-UP FILE MODE = NOREAD
STOP FILE MODE = NOREAD
RELEASE= 2023 R2 BUILD= 23.2 UP20230531 VERSION=WINDOWS x64
CURRENT JOBNAME=file0 14:45:03 AUG 16, 2023 CP= 0.094
*** ERROR *** CP = 0.500 TIME= 14:45:04
An unexpected error ( SIG$ILL ) has occurred... MAPDL internal data
has been corrupted. MAPDL 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:
ANSYSÂ
-
- The topic ‘An unexpected error ( SIG$ILL ) has occured’ is closed to new replies.
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