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April 21, 2023 at 12:58 pm
Xabier Tamayo
SubscriberHi everyone, Im trying a really simple modal simulation, but it always gives me an error message. I have tried to find out what the error is using the output solver, but I still don't know what it is. I attach some screenshots and the solver output.
And the output solver says the next:
Ansys Mechanical Enterprise Academic Teaching   Â
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         ***** ANSYS COMMAND LINE ARGUMENTS *****
 BATCH MODE REQUESTED (-b)   = NOLIST
 INPUT FILE COPY MODE (-c)   = COPY
 DISTRIBUTED MEMORY PARALLEL REQUESTED
      2 PARALLEL PROCESSES REQUESTED WITH SINGLE THREAD PER PROCESS
   TOTAL OF    2 CORES REQUESTED
 INPUT FILE NAME             = \\dcloud.local\public\018\018_xabier.tamayo\Desktop\Ansys pruebas\_ProjectScratch\Scr1F42\dummy.dat
 OUTPUT FILE NAME            = \\dcloud.local\public\018\018_xabier.tamayo\Desktop\Ansys pruebas\_ProjectScratch\Scr1F42\solve.out
 START-UP FILE MODE          = NOREAD
 STOP FILE MODE              = NOREAD
 RELEASE= 2022 R1             BUILD= 22.1     UP20211129  VERSION=WINDOWS x64
 CURRENT JOBNAME=file0 14:53:35 APR 21, 2023 CP=     0.109
 PARAMETER _DS_PROGRESS =    999.0000000  Â
 /INPUT FILE= ds.dat LINE=      0
 *** NOTE ***                           CP =      0.219  TIME= 14:53:35
 The /CONFIG,NOELDB command is not valid in a Distributed ANSYS        Â
 solution. Command is ignored.                                        Â
 *GET _WALLSTRT FROM ACTI ITEM=TIME WALL VALUE= 14.8930556  Â
 TITLE=
 Modal_piezasolid--Modal (A5)                                                Â
 ACT Extensions:
     LSDYNA, 2021.1
     5f463412-bd3e-484b-87e7-cbc0a665e474, wbex
Â
 SET PARAMETER DIMENSIONS ON _WB_PROJECTSCRATCH_DIR
 TYPE=STRI DIMENSIONS=     248       1       1
 PARAMETER _WB_PROJECTSCRATCH_DIR(1) = \\dcloud.local\public\018\018_xabier.tamayo\Desktop\Ansys pruebas\_ProjectScratch\Scr1F42\
 SET PARAMETER DIMENSIONS ON _WB_SOLVERFILES_DIR
 TYPE=STRI DIMENSIONS=     248       1       1
 PARAMETER _WB_SOLVERFILES_DIR(1) = \\dcloud.local\public\018\018_xabier.tamayo\Desktop\Ansys pruebas\Modal_piezasolid_files\dp0\SYS\MECH\
 SET PARAMETER DIMENSIONS ON _WB_USERFILES_DIR
 TYPE=STRI DIMENSIONS=     248       1       1
 PARAMETER _WB_USERFILES_DIR(1) = \\dcloud.local\public\018\018_xabier.tamayo\Desktop\Ansys pruebas\Modal_piezasolid_files\user_files\
 --- Data in consistent MKS units. See Solving Units in the help system for more
 MKS UNITS SPECIFIED FOR INTERNAL  Â
 LENGTH       (l) = METER (M)
 MASS         (M) = KILOGRAM (KG)
 TIME         (t) = SECOND (SEC)
 TEMPERATURE  (T) = CELSIUS (C)
 TOFFSET           = 273.0
 CHARGE       (Q) = COULOMB
 FORCE        (f) = NEWTON (N) (KG-M/SEC2)
 HEAT              = JOULE (N-M)
 PRESSURE          = PASCAL (NEWTON/M**2)
 ENERGY       (W) = JOULE (N-M)
 POWER        (P) = WATT (N-M/SEC)
 CURRENT      (i) = AMPERE (COULOMBS/SEC)
 CAPACITANCE  (C) = FARAD
 INDUCTANCE   (L) = HENRY
 MAGNETIC FLUX     = WEBER
 RESISTANCE   (R) = OHM
 ELECTRIC POTENTIAL = VOLT
 INPUT UNITS ARE ALSO SET TO MKS
 *** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 2022 R1         22.1    ***
 DISTRIBUTED Ansys Mechanical Enterprise Academic Teaching   Â
 00000000 VERSION=WINDOWS x64  14:53:35 APR 21, 2023 CP=     0.219
 Modal_piezasolid--Modal (A5)                                                Â
         ***** ANSYS ANALYSIS DEFINITION (PREP7) *****
 *********** Nodes for the whole assembly ***********
 *********** Elements for Body 1 "Part 1" ***********
 *********** Send User Defined Coordinate System(s) ***********
 *********** Set Reference Temperature ***********
 *********** Send Materials ***********
 *********** Fixed Supports ***********
 ***** ROUTINE COMPLETED ***** CP =        0.234
 --- Number of total nodes = 1370
 --- Number of contact elements = 0
 --- Number of spring elements = 0
 --- Number of bearing elements = 0
 --- Number of solid elements = 156
 --- Number of condensed parts = 0
 --- Number of total elements = 156
 *GET _WALLBSOL FROM ACTI ITEM=TIME WALL VALUE= 14.8930556  Â
 ***** ANSYS SOLUTION ROUTINE *****
 PERFORM A MODAL ANALYSIS
 THIS WILL BE A NEW ANALYSIS
 PARAMETER _THICKRATIO =    0.000000000  Â
 USE SYM. BLOCK LANCZOS MODE EXTRACTION METHOD
 EXTRACT    7 MODES
 NORMALIZE THE MODE SHAPES TO THE MASS MATRIX
 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 ETMP ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
  FOR ALL APPLICABLE ENTITIES
 EXPAND ALL EXTRACTED MODES
 DO NOT CALCULATE ELEMENT RESULTS
 DO NOT COMBINE ELEMENT SAVE DATA FILES (.esav) AFTER DISTRIBUTED PARALLEL SOLUTION
 DO NOT COMBINE ELEMENT MATRIX FILES (.emat) AFTER DISTRIBUTED PARALLEL SOLUTION
 DO NOT COMBINE ASSEMBLED MATRIX FILES (.full) AFTER DISTRIBUTED PARALLEL SOLUTION
 *GET ANSINTER_ FROM ACTI ITEM=INT       VALUE= 0.00000000  Â
 *IF ANSINTER_                        ( =  0.00000    ) NEÂ
     0                                ( =  0.00000    ) THEN  Â
 *ENDIF
 *** NOTE ***                           CP =      0.266  TIME= 14:53:35
 The automatic domain decomposition logic has selected the MESH domain Â
 decomposition method with 2 processes per solution.                   Â
 ***** ANSYS SOLVE   COMMAND *****
 *** WARNING ***                        CP =      0.266  TIME= 14:53:35
 Element shape checking is currently inactive. Issue SHPP,ON or       Â
 SHPP,WARN to reactivate, if desired.                                  Â
 *** NOTE ***                           CP =      0.281  TIME= 14:53:35
 The model data was checked and warning messages were found.           Â
 Please review output or errors file (                                Â
 \\dcloud.local\public\018\018_xabier.tamayo\Desktop\Ansys             Â
 pruebas\_ProjectScratch\Scr1F42\file0.err ) for these warning         Â
 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
 *** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 2022 R1         22.1    ***
 DISTRIBUTED Ansys Mechanical Enterprise Academic Teaching   Â
 00000000 VERSION=WINDOWS x64  14:53:35 APR 21, 2023 CP=     0.281
 Modal_piezasolid--Modal (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 . . . . . . . . . . . . . . . . .MODAL              Â
     EXTRACTION METHOD. . . . . . . . . . . . . .BLOCK LANCZOS
  OFFSET TEMPERATURE FROM ABSOLUTE ZERO . . . . . 273.15  Â
  NUMBER OF MODES TO EXTRACT. . . . . . . . . . .    7
  GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRICÂ
  NUMBER OF MODES TO EXPAND . . . . . . . . . . .ALL
  ELEMENT RESULTS CALCULATION . . . . . . . . . .OFF
 *** NOTE ***                           CP =      0.281  TIME= 14:53:35
 The conditions for direct assembly have been met. No .emat or .erot  Â
 files will be produced.                                               Â
Â
Â
    D I S T R I B U T E D  D O M A I N  D E C O M P O S E R
Â
 ...Number of elements: 156
 ...Number of nodes:   1370
 ...Decompose to 2 CPU domains
 ...Element load balance ratio =    1.000
                     L O A D  S T E P  O P T I O N S
  LOAD STEP NUMBER. . . . . . . . . . . . . . . .    1
  THERMAL STRAINS INCLUDED IN THE LOAD VECTOR . .  YES
  PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT
  DATABASE OUTPUT CONTROLS
     ITEM    FREQUENCY  COMPONENT
      ALL      NONE             Â
     NSOL       ALL             Â
     ETMP       ALL             Â
                        *********** PRECISE MASS SUMMARY ***********
  TOTAL RIGID BODY MASS MATRIX ABOUT ORIGIN
              Translational mass              |  Coupled translational/rotational mass
       0.91539E-02   0.0000       0.0000    |    0.0000      0.27736E-05 -0.45312E-04
        0.0000      0.91539E-02   0.0000    |  -0.27736E-05   0.0000      0.91539E-03
        0.0000       0.0000      0.91539E-02 |   0.45312E-04 -0.91539E-03   0.0000  Â
    ------------------------------------------ | ------------------------------------------
                                               |        Rotational mass (inertia)
                                               |   0.30018E-06 -0.45312E-05 -0.27736E-06
                                               |  -0.45312E-05  0.12205E-03 -0.13729E-07
                                               |  -0.27736E-06 -0.13729E-07  0.12235E-03
  TOTAL MASS = 0.91539E-02
    The mass principal axes coincide with the global Cartesian axes
  CENTER OF MASS (X,Y,Z)=  0.10000      0.49500E-02  0.30300E-03
  TOTAL INERTIA ABOUT CENTER OF MASS
       0.75044E-07  0.35662E-20  0.29390E-21
       0.35662E-20  0.30513E-04  0.81169E-23
       0.29390E-21  0.81169E-23  0.30588E-04
    The inertia principal axes coincide with the global Cartesian axes
 *** MASS SUMMARY BY ELEMENT TYPE ***
 TYPE     MASS
    1 0.915388E-02
 Range of element maximum matrix coefficients in global coordinates
 Maximum = 2.90253469E+09 at element 103.                              Â
 Minimum = 2.90253454E+09 at element 100.                              Â
  *** ELEMENT MATRIX FORMULATION TIMES
    TYPE   NUMBER  ENAME     TOTAL CP AVE CP
       1      156 SOLID186     0.000  0.000000
 Time at end of element matrix formulation CP = 0.484375.              Â
 BLOCK LANCZOS CALCULATION OF UP TO    7 EIGENVECTORS.
 NUMBER OF EQUATIONS             =        4056
 MAXIMUM WAVEFRONT               =         153
 MAXIMUM MODES STORED            =           7
 MINIMUM EIGENVALUE              = 0.00000E+00
 MAXIMUM EIGENVALUE              = 0.10000E+31
 Process memory allocated for solver             =    6.656 MB
 Process memory required for in-core solution    =    6.346 MB
 Process memory required for out-of-core solution =    3.976 MB
 Total memory allocated for solver               =   13.364 MB
 Total memory required for in-core solution      =   12.741 MB
 Total memory required for out-of-core solution  =    7.949 MB
 *** NOTE ***                           CP =      0.703  TIME= 14:53:35
 The Distributed Sparse Matrix Solver used by the Block Lanczos        Â
 eigensolver is currently running in the in-core memory mode. This    Â
 memory mode uses the most amount of memory in order to avoid using theÂ
 hard drive as much as possible, which most often results in the       Â
 fastest solution time. This mode is recommended if enough physical   Â
 memory is present to accommodate all of the solver data.              Â
 *** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 2022 R1         22.1    ***
 DISTRIBUTED Ansys Mechanical Enterprise Academic Teaching   Â
 00000000 VERSION=WINDOWS x64  14:53:35 APR 21, 2023 CP=     0.781
 Modal_piezasolid--Modal (A5)                                                Â
 *** FREQUENCIES FROM BLOCK LANCZOS ITERATION ***
 MODE   FREQUENCY (HERTZ)    Â
   1    11.71618911070  Â
   2    73.41753812852  Â
   3    190.2039651007  Â
   4    205.5969093043  Â
   5    403.0167525196  Â
   6    450.9853165402  Â
   7    666.5432548624  Â
 *** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 2022 R1         22.1    ***
 DISTRIBUTED Ansys Mechanical Enterprise Academic Teaching   Â
 00000000 VERSION=WINDOWS x64  14:53:36 APR 21, 2023 CP=     0.797
 Modal_piezasolid--Modal (A5)                                                Â
         ***** PARTICIPATION FACTOR CALCULATION ***** X DIRECTION
                                                                                 CUMULATIVE    RATIO EFF.MASS
 MODE  FREQUENCY      PERIOD     PARTIC.FACTOR    RATIO   EFFECTIVE MASS  MASS FRACTION  TO TOTAL MASS
    1    11.7162      0.85352E-01   0.0000       0.000000    0.00000        0.00000        0.00000  Â
    2    73.4175      0.13621E-01   0.0000       0.000000    0.00000        0.00000        0.00000  Â
    3    190.204      0.52575E-02   0.0000       0.000000    0.00000        0.00000        0.00000  Â
    4    205.597      0.48639E-02   0.0000       0.000000    0.00000        0.00000        0.00000  Â
    5    403.017      0.24813E-02   0.0000       0.000000    0.00000        0.00000        0.00000  Â
    6    450.985      0.22174E-02   0.0000       0.000000    0.00000        0.00000        0.00000  Â
    7    666.543      0.15003E-02   0.0000       0.000000    0.00000        0.00000        0.00000  Â
         ***** PARTICIPATION FACTOR CALCULATION ***** Y DIRECTION
                                                                                 CUMULATIVE    RATIO EFF.MASS
 MODE  FREQUENCY      PERIOD     PARTIC.FACTOR    RATIO   EFFECTIVE MASS  MASS FRACTION  TO TOTAL MASS
    1    11.7162      0.85352E-01   0.0000       0.000000    0.00000        0.00000        0.00000  Â
    2    73.4175      0.13621E-01   0.0000       0.000000    0.00000        0.00000        0.00000  Â
    3    190.204      0.52575E-02  0.74898E-01   1.000000   0.560975E-02    1.00000       0.612828  Â
    4    205.597      0.48639E-02   0.0000       0.000000    0.00000        1.00000        0.00000  Â
    5    403.017      0.24813E-02   0.0000       0.000000    0.00000        1.00000        0.00000  Â
    6    450.985      0.22174E-02   0.0000       0.000000    0.00000        1.00000        0.00000  Â
    7    666.543      0.15003E-02   0.0000       0.000000    0.00000        1.00000        0.00000  Â
 -----------------------------------------------------------------------------------------------------------------
  sum                                                           0.560975E-02                   0.612828  Â
 -----------------------------------------------------------------------------------------------------------------
         ***** PARTICIPATION FACTOR CALCULATION ***** Z DIRECTION
                                                                                 CUMULATIVE    RATIO EFF.MASS
 MODE  FREQUENCY      PERIOD     PARTIC.FACTOR    RATIO   EFFECTIVE MASS  MASS FRACTION  TO TOTAL MASS
    1    11.7162      0.85352E-01  0.74819E-01   1.000000   0.559793E-02   0.666584       0.611536  Â
    2    73.4175      0.13621E-01 -0.41479E-01   0.554393   0.172053E-02   0.871460       0.187956  Â
    3    190.204      0.52575E-02   0.0000       0.000000    0.00000       0.871460        0.00000  Â
    4    205.597      0.48639E-02  0.24338E-01   0.325287   0.592328E-03   0.941992       0.647078E-01
    5    403.017      0.24813E-02 -0.17416E-01   0.232769   0.303305E-03   0.978109       0.331340E-01
    6    450.985      0.22174E-02   0.0000       0.000000    0.00000       0.978109        0.00000  Â
    7    666.543      0.15003E-02  0.13559E-01   0.181220   0.183840E-03    1.00000       0.200833E-01
 -----------------------------------------------------------------------------------------------------------------
  sum                                                           0.839793E-02                   0.917417  Â
 -----------------------------------------------------------------------------------------------------------------
         ***** PARTICIPATION FACTOR CALCULATION *****ROTX DIRECTION
                                                                                 CUMULATIVE    RATIO EFF.MASS
 MODE  FREQUENCY      PERIOD     PARTIC.FACTOR    RATIO   EFFECTIVE MASS  MASS FRACTION  TO TOTAL MASS
    1    11.7162      0.85352E-01  0.37036E-03   1.000000   0.137163E-06   0.514958       0.456940  Â
    2    73.4175      0.13621E-01 -0.20532E-03   0.554393   0.421573E-07   0.673231       0.140441  Â
    3    190.204      0.52575E-02 -0.22694E-04   0.061277   0.515026E-09   0.675164       0.171573E-02
    4    205.597      0.48639E-02  0.12047E-03   0.325287   0.145135E-07   0.729653       0.483497E-01
    5    403.017      0.24813E-02 -0.86207E-04   0.232769   0.743173E-08   0.757554       0.247577E-01
    6    450.985      0.22174E-02  0.24510E-03   0.661790   0.600728E-07   0.983088       0.200124  Â
    7    666.543      0.15003E-02  0.67116E-04   0.181220   0.450455E-08    1.00000       0.150063E-01
 -----------------------------------------------------------------------------------------------------------------
  sum                                                           0.266358E-06                   0.887334  Â
 -----------------------------------------------------------------------------------------------------------------
         ***** PARTICIPATION FACTOR CALCULATION *****ROTY DIRECTION
                                                                                 CUMULATIVE    RATIO EFF.MASS
 MODE  FREQUENCY      PERIOD     PARTIC.FACTOR    RATIO   EFFECTIVE MASS  MASS FRACTION  TO TOTAL MASS
    1    11.7162      0.85352E-01 -0.40827E-02   0.623871   0.166685E-04   0.177793       0.136568  Â
    2    73.4175      0.13621E-01  0.65441E-02   1.000000   0.428259E-04   0.634591       0.350880  Â
    3    190.204      0.52575E-02   0.0000       0.000000    0.00000       0.634591        0.00000  Â
    4    205.597      0.48639E-02 -0.42373E-02   0.647492   0.179546E-04   0.826102       0.147105  Â
    5    403.017      0.24813E-02  0.31592E-02   0.482753   0.998059E-05   0.932559       0.817726E-01
    6    450.985      0.22174E-02   0.0000       0.000000    0.00000       0.932559        0.00000  Â
    7    666.543      0.15003E-02 -0.25145E-02   0.384239   0.632278E-05    1.00000       0.518036E-01
 -----------------------------------------------------------------------------------------------------------------
  sum                                                           0.937523E-04                   0.768129  Â
 -----------------------------------------------------------------------------------------------------------------
         ***** PARTICIPATION FACTOR CALCULATION *****ROTZ DIRECTION
                                                                                 CUMULATIVE    RATIO EFF.MASS
 MODE  FREQUENCY      PERIOD     PARTIC.FACTOR    RATIO   EFFECTIVE MASS  MASS FRACTION  TO TOTAL MASS
    1    11.7162      0.85352E-01   0.0000       0.000000    0.00000        0.00000        0.00000  Â
    2    73.4175      0.13621E-01   0.0000       0.000000    0.00000        0.00000        0.00000  Â
    3    190.204      0.52575E-02  0.40917E-02   1.000000   0.167416E-04    1.00000       0.136833  Â
    4    205.597      0.48639E-02   0.0000       0.000000    0.00000        1.00000        0.00000  Â
    5    403.017      0.24813E-02   0.0000       0.000000    0.00000        1.00000        0.00000  Â
    6    450.985      0.22174E-02   0.0000       0.000000    0.00000        1.00000        0.00000  Â
    7    666.543      0.15003E-02   0.0000       0.000000    0.00000        1.00000        0.00000  Â
 -----------------------------------------------------------------------------------------------------------------
  sum                                                           0.167416E-04                   0.136833  Â
 -----------------------------------------------------------------------------------------------------------------
 *** NOTE ***                           CP =      0.797  TIME= 14:53:36
 The modes requested are mass normalized (Nrmkey on MODOPT). However, Â
 the modal masses and kinetic energies below are calculated with unit  Â
 normalized modes.                                                     Â
       ***** MODAL MASSES, KINETIC ENERGIES, AND TRANSLATIONAL EFFECTIVE MASSES SUMMARY *****
                                                                        EFFECTIVE MASS
 MODE FREQUENCY  MODAL MASS    KENE     |     X-DIR     RATIO%  Y-DIR     RATIO%  Z-DIR     RATIO%
    1  11.72     0.2283E-02  6.185      |    0.000       0.00  0.000       0.00 0.5598E-02  61.15
    2  73.42     0.2283E-02  242.9      |    0.000       0.00  0.000       0.00 0.1721E-02  18.80
    3  190.2     0.2293E-02  1637.      |    0.000       0.00 0.5610E-02  61.28  0.000       0.00
    4  205.6     0.2282E-02  1904.      |    0.000       0.00  0.000       0.00 0.5923E-03   6.47
    5  403.0     0.2281E-02  7314.      |    0.000       0.00  0.000       0.00 0.3033E-03   3.31
    6  451.0     0.1511E-02  6065.      |    0.000       0.00  0.000       0.00  0.000       0.00
    7  666.5     0.2279E-02 0.1999E+05  |    0.000       0.00  0.000       0.00 0.1838E-03   2.01
 --------------------------------------------------------------------------------------------------------------
  sum                                      |    0.000       0.00 0.5610E-02  61.28 0.8398E-02  91.74
 --------------------------------------------------------------------------------------------------------------
 *** ANSYS BINARY FILE STATISTICS
 BUFFER SIZE USED= 16384
       1.688 MB WRITTEN ON ASSEMBLED MATRIX FILE: file0.full
       0.125 MB WRITTEN ON MODAL MATRIX FILE: file0.mode
       0.500 MB WRITTEN ON RESULTS FILE: file0.rst
 *************** Write FE CONNECTORS *********
 WRITE OUT CONSTRAINT EQUATIONS TO FILE= file.ce                                                                                                                                                                                                                                                           Â
 *GET _NMODALSOLPROC FROM ACTI ITEM=NUMC      VALUE= 2.00000000  Â
 FINISH SOLUTION PROCESSING
 ***** ROUTINE COMPLETED ***** CP =        0.906
 PRINTOUT RESUMED BY /GOP
 *GET _WALLASOL FROM ACTI ITEM=TIME WALL VALUE= 14.8933333  Â
 *** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 2022 R1         22.1    ***
 DISTRIBUTED Ansys Mechanical Enterprise Academic Teaching   Â
 00000000 VERSION=WINDOWS x64  14:53:36 APR 21, 2023 CP=     0.906
 Modal_piezasolid--Modal (A5)                                                Â
         ***** ANSYS RESULTS INTERPRETATION (POST1) *****
 *** NOTE ***                           CP =      0.969  TIME= 14:53:36
 Reading results into the database (SET command) will update the current
 displacement and force boundary conditions in the database with the   Â
 values from the results file for that load set. Note that any        Â
 subsequent solutions will use these values unless action is taken to  Â
 either SAVE the current values or not overwrite them (/EXIT,NOSAVE).  Â
 PRINTOUT RESUMED BY /GOP
 Set Encoding of XML File to:ISO-8859-1
 Set Output of XML File to:
    PARM,    ,    ,    ,    ,    ,    ,    ,    ,    ,    ,    ,
        ,    ,    ,    ,    ,    ,    ,
 DATABASE WRITTEN ON FILE parm.xml                                                                                                                                                                                                                                                          Â
 EXIT THE ANSYS POST1 DATABASE PROCESSOR
 ***** ROUTINE COMPLETED ***** CP =        1.141
 PRINTOUT RESUMED BY /GOP
 *GET _WALLDONE FROM ACTI ITEM=TIME WALL VALUE= 14.8933333  Â
 PARAMETER _PREPTIME =    0.000000000  Â
 PARAMETER _SOLVTIME =    1.000000000  Â
 PARAMETER _POSTTIME =    0.000000000  Â
 PARAMETER _TOTALTIM =    1.000000000  Â
 *GET _DLBRATIO FROM ACTI ITEM=SOLU DLBR VALUE= 1.00000000  Â
 *GET _COMBTIME FROM ACTI ITEM=SOLU COMB VALUE= 0.186647900  Â
 *GET _SSMODE  FROM ACTI ITEM=SOLU SSMM VALUE= 2.00000000  Â
 *GET _NDOFS   FROM ACTI ITEM=SOLU NDOF VALUE= 4056.00000  Â
 /FCLEAN COMMAND REMOVING ALL LOCAL FILES
 --- Total number of nodes = 1370
 --- Total number of elements = 156
 --- Element load balance ratio = 1
 --- Time to combine distributed files = 0.1866479
 --- Sparse memory mode = 2
 --- Number of DOF = 4056
 EXIT ANSYS WITHOUT SAVING DATABASE
 NUMBER OF WARNING MESSAGES ENCOUNTERED=         1
 NUMBER OF ERROR  MESSAGES ENCOUNTERED=         0
+--------- D I S T R I B U T E DÂ Â A N S Y SÂ Â S T A T I S T I C S ------------+
Release: 2022 R1Â Â Â Â Â Â Â Â Â Â Â Build: 22.1Â Â Â Â Â Â Update: UP20211129Â Â Platform: WINDOWS x64
Date Run: 04/21/2023Â Â Time: 14:53Â Â Â Â Process ID: 10464
Operating System: Windows 10Â (Build: 19042)
Processor Model: Intel(R) Xeon(R) Gold 6240R CPU @ 2.40GHz
Compiler: Intel(R) Fortran Compiler Version 19.0.5Â (Build: 20190815)
         Intel(R) C/C++ Compiler Version 19.0.5 (Build: 20190815)
         Intel(R) Math Kernel Library Version 2020.0.0 Product Build 20191125
         BLAS Library supplied by Intel(R) MKL
Number of machines requested           :   1
Total number of cores available        :   4
Number of physical cores available     :   4
Number of processes requested          :   2
Number of threads per process requested :Â Â Â 1
Total number of cores requested        :   2 (Distributed Memory Parallel)             Â
MPI Type: INTELMPI
MPI Version: Intel(R) MPI Library 2019 Update 10 for Windows* OS
GPU Acceleration: Not Requested
Job Name: file0
Input File: dummy.dat
 Core               Machine Name  Working Directory
 -----------------------------------------------------
    0                AB018IND038  \\dcloud.local\public\018\018_xabier.tamayo\Desktop\Ansys pruebas\_ProjectScratch\Scr1F42
    1                AB018IND038  \\dcloud.local\public\018\018_xabier.tamayo\Desktop\Ansys pruebas\_ProjectScratch\Scr1F42
Â
Latency time from master to core    1 =   8.192 microseconds
Â
Communication speed from master to core    1 = 5838.61 MB/sec
Total CPU time for main thread                   :       1.3 seconds
Total CPU time summed for all threads            :       1.5 seconds
Elapsed time spent obtaining a license           :       0.3 seconds
Elapsed time spent pre-processing model (/PREP7)Â :Â Â Â Â Â Â Â 0.0 seconds
Elapsed time spent solution - preprocessing      :       0.0 seconds
Elapsed time spent computing solution            :       0.4 seconds
Elapsed time spent solution - postprocessing     :       0.2 seconds
Elapsed time spent post-processing model (/POST1) :Â Â Â Â Â Â Â 0.3 seconds
Â
Eigensolver used                                 :           Block Lanczos
Equation solver computational rate               :       4.8 Gflops
Sum of memory used on all processes              :      92.0 MB
Sum of memory allocated on all processes         :    3136.0 MB
Physical memory available                        :        16 GB
Total amount of I/O written to disk              :       0.0 GB
Total amount of I/O read from disk               :       0.0 GB
+------ E N DÂ Â D I S T R I B U T E DÂ Â A N S Y SÂ Â S T A T I S T I C S -------+
 *---------------------------------------------------------------------------*
 |                                                                          |
 |                      DISTRIBUTED ANSYS RUN COMPLETED                    |
 |                                                                          |
 |---------------------------------------------------------------------------|
 |                                                                          |
 | Ansys 2022 R1              Build 22.1        UP20211129    WINDOWS x64 |
 |                                                                          |
 |---------------------------------------------------------------------------|
 |                                                                          |
 | Database Requested(-db) 1024 MB   Scratch Memory Requested     1024 MB |
 | Maximum Database Used      1 MB   Maximum Scratch Memory Used    45 MB |
 |                                                                          |
 |---------------------------------------------------------------------------|
 |                                                                          |
 |       CP Time     (sec) =         1.516      Time = 14:53:37       |
 |       Elapsed Time (sec) =         4.000      Date = 04/21/2023     |
 |                                                                          |
 *---------------------------------------------------------------------------* -
April 21, 2023 at 1:25 pm
Erik Kostson
Ansys EmployeeÂ
Hi
So it is solving as you can see (frequencies are there and no errors), so there is something when opening results. Likely the result file does not exist or is not written (.rst file).
Can you clear solution and data and untick the distributed solve box when solving, and solve again.
If that does not work, try not to use any cloud related services/folders, just solve it locally on your lapotop/desktop.
Thank you
Â
Erik
Â
-
April 21, 2023 at 5:59 pm
Xabier Tamayo
SubscriberI opened it again from another remote and this time it worked. Thank you very much.
-
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