计算结构响应的时候出现的问题

fuliang

在用VL11-SL2做阿伟书中3.1的算例时，计算结构响应的时候出现如图所示的问题，我做其他结构响应时候也会出现类似问题，求解，谢谢。附件

lengxuef

你把Message复制一下发上来，现在这个图片看不出什么东西。

fuliang

lengxuef 发表于 2013-12-6 18:18
你把Message复制一下发上来，现在这个图片看不出什么东西。

Aborting Structural Direct Response  procedure due to error...                 
>> ERROR :  Aborting Structural Direct Response  procedure due to error...
**** ERROR has occurred during computation ****
You may try to compute the solution in manual mode and try to attach the results afterwards.
A FATAL ERROR OCCURRED.  PROGRAM STOPPED
**** ERROR has occurred during computation ****
You may try to compute the solution in manual mode and try to attach the results afterwards.

lengxuef

fuliang 发表于 2013-12-9 12:47
Aborting Structural Direct Response  procedure due to error...                 
>> ERROR :  Abor ...

整个Message里面的内容都发上来。

fuliang

lengxuef 发表于 2013-12-9 17:47
整个Message里面的内容都发上来。

XPR VERSION 11-SL2
Requested task is SYSNOISE sequential computation.
Working directory on server is C:\Users\20132231\AppData\Local\Temp
Checking that the SYSNOISE launch script (D:\Program Files\LMS\LMS Virtual.Lab 11-SL2\VirtualLab\Sysnoise\5.6\bin\sysnoise_nogui.bat) exists on server...
OK
SYSNOISE log file on server is C:\Users\20132231\AppData\Local\Temp\20132231-38283-sysnoise.log.
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
xxxxxxxxxxxx  JOB EXECUTION START
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx

                System for Computational Vibro-Acoustics
------------------------------------------------------------------------
SYSNOISE Rev 5.6      WinNT       MAR2003 DATE: 10-DEC-2013 09:40:04
PATCH LEVEL  O  (Build Date: 18-FEB-2013)
READING THE SET-UP FILE: D:\Program Files\LMS\LMS Virtual.Lab 11-SL2\VirtualLab\Sysnoise\5.6\bin\\..\res\SYSNOISE.STP
THE SYSNOISE PROFILE FILE NAME HAS NOT BEEN DEFINED.
STANDARD GRAPHIC DEVICE SET TO DEFAULT                 
PLOTTING GRAPHIC DEVICE SET TO SCREENDUMP              

MEMORY IN USE   =         800000
AVAILABLE MEMORY=      446000000
FREE MEMORY     =      445200000
CREATING DEFAULT SYSNOISE MODEL FILE default.sdb
SYSNOISE ANALYSIS OPTION :
      BEM INDIRECT VARIATIONAL UNBAFFLED FREQUENCY FLUID

SYSNOISE>  SCL> ENVIRONMENT SECTION SETUP USRDIR 'C:\Users\20132231\AppData\Local\Temp\' RETURN
SYSNOISE>  SCL> ENVIRONMENT SECTION SETUP TMPDIR 'C:\Users\20132231\AppData\Local\Temp\' RETURN
SYSNOISE>  SCL> Open Model 1 File 20132231-38283-Structure.sdb Original Return
OPENING SYSNOISE MODEL FILE 20132231-38283-Structure.sdb
LOADING MODEL Exported VLModel
WARNING:  There are      6400 3-Dimensional Elements
SYSNOISE>  SCL> Environment Section SETUP GEO_TOLERANCE '1E-006' Return
SYSNOISE>  SCL> Environment Section SETUP BELL 'on' Return
SYSNOISE>  SCL> Environment Section SETUP SOLVITER 0 Return
SYSNOISE>  SCL> Parameter Model 1 Physical
PARAMETER>  SCL>   Save Displacements Step 1
PARAMETER>  SCL> Return
Updating Model Parameters
SYSNOISE>  SCL> Solve
SOLVE>  SCL> Frequency 50 To 1000 LinStep 10
SOLVE>  SCL> Return
========================================================================
FREQUENCY RESPONSE MODULE
------------------------------------------------------------------------
FOR   96 FREQUENCIES FROM       50.000 TO     1000.000 HZ
ANALYSIS #     1  FREQUENCY =         50.000 HZ  TYPE = NORMAL
ANALYSIS #     2  FREQUENCY =         60.000 HZ  TYPE = NORMAL
ANALYSIS #     3  FREQUENCY =         70.000 HZ  TYPE = NORMAL
ANALYSIS #     4  FREQUENCY =         80.000 HZ  TYPE = NORMAL
ANALYSIS #     5  FREQUENCY =         90.000 HZ  TYPE = NORMAL
ANALYSIS #     6  FREQUENCY =        100.000 HZ  TYPE = NORMAL
ANALYSIS #     7  FREQUENCY =        110.000 HZ  TYPE = NORMAL
ANALYSIS #     8  FREQUENCY =        120.000 HZ  TYPE = NORMAL
ANALYSIS #     9  FREQUENCY =        130.000 HZ  TYPE = NORMAL
ANALYSIS #    10  FREQUENCY =        140.000 HZ  TYPE = NORMAL
ANALYSIS #    11  FREQUENCY =        150.000 HZ  TYPE = NORMAL
ANALYSIS #    12  FREQUENCY =        160.000 HZ  TYPE = NORMAL
ANALYSIS #    13  FREQUENCY =        170.000 HZ  TYPE = NORMAL
ANALYSIS #    14  FREQUENCY =        180.000 HZ  TYPE = NORMAL
ANALYSIS #    15  FREQUENCY =        190.000 HZ  TYPE = NORMAL
ANALYSIS #    16  FREQUENCY =        200.000 HZ  TYPE = NORMAL
ANALYSIS #    17  FREQUENCY =        210.000 HZ  TYPE = NORMAL
ANALYSIS #    18  FREQUENCY =        220.000 HZ  TYPE = NORMAL
ANALYSIS #    19  FREQUENCY =        230.000 HZ  TYPE = NORMAL
ANALYSIS #    20  FREQUENCY =        240.000 HZ  TYPE = NORMAL
ANALYSIS #    21  FREQUENCY =        250.000 HZ  TYPE = NORMAL
ANALYSIS #    22  FREQUENCY =        260.000 HZ  TYPE = NORMAL
ANALYSIS #    23  FREQUENCY =        270.000 HZ  TYPE = NORMAL
ANALYSIS #    24  FREQUENCY =        280.000 HZ  TYPE = NORMAL
ANALYSIS #    25  FREQUENCY =        290.000 HZ  TYPE = NORMAL
ANALYSIS #    26  FREQUENCY =        300.000 HZ  TYPE = NORMAL
ANALYSIS #    27  FREQUENCY =        310.000 HZ  TYPE = NORMAL
ANALYSIS #    28  FREQUENCY =        320.000 HZ  TYPE = NORMAL
ANALYSIS #    29  FREQUENCY =        330.000 HZ  TYPE = NORMAL
ANALYSIS #    30  FREQUENCY =        340.000 HZ  TYPE = NORMAL
ANALYSIS #    31  FREQUENCY =        350.000 HZ  TYPE = NORMAL
ANALYSIS #    32  FREQUENCY =        360.000 HZ  TYPE = NORMAL
ANALYSIS #    33  FREQUENCY =        370.000 HZ  TYPE = NORMAL
ANALYSIS #    34  FREQUENCY =        380.000 HZ  TYPE = NORMAL
ANALYSIS #    35  FREQUENCY =        390.000 HZ  TYPE = NORMAL
ANALYSIS #    36  FREQUENCY =        400.000 HZ  TYPE = NORMAL
ANALYSIS #    37  FREQUENCY =        410.000 HZ  TYPE = NORMAL
ANALYSIS #    38  FREQUENCY =        420.000 HZ  TYPE = NORMAL
ANALYSIS #    39  FREQUENCY =        430.000 HZ  TYPE = NORMAL
ANALYSIS #    40  FREQUENCY =        440.000 HZ  TYPE = NORMAL
ANALYSIS #    41  FREQUENCY =        450.000 HZ  TYPE = NORMAL
ANALYSIS #    42  FREQUENCY =        460.000 HZ  TYPE = NORMAL
ANALYSIS #    43  FREQUENCY =        470.000 HZ  TYPE = NORMAL
ANALYSIS #    44  FREQUENCY =        480.000 HZ  TYPE = NORMAL
ANALYSIS #    45  FREQUENCY =        490.000 HZ  TYPE = NORMAL
ANALYSIS #    46  FREQUENCY =        500.000 HZ  TYPE = NORMAL
ANALYSIS #    47  FREQUENCY =        510.000 HZ  TYPE = NORMAL
ANALYSIS #    48  FREQUENCY =        520.000 HZ  TYPE = NORMAL
ANALYSIS #    49  FREQUENCY =        530.000 HZ  TYPE = NORMAL
ANALYSIS #    50  FREQUENCY =        540.000 HZ  TYPE = NORMAL
ANALYSIS #    51  FREQUENCY =        550.000 HZ  TYPE = NORMAL
ANALYSIS #    52  FREQUENCY =        560.000 HZ  TYPE = NORMAL
ANALYSIS #    53  FREQUENCY =        570.000 HZ  TYPE = NORMAL
ANALYSIS #    54  FREQUENCY =        580.000 HZ  TYPE = NORMAL
ANALYSIS #    55  FREQUENCY =        590.000 HZ  TYPE = NORMAL
ANALYSIS #    56  FREQUENCY =        600.000 HZ  TYPE = NORMAL
ANALYSIS #    57  FREQUENCY =        610.000 HZ  TYPE = NORMAL
ANALYSIS #    58  FREQUENCY =        620.000 HZ  TYPE = NORMAL
ANALYSIS #    59  FREQUENCY =        630.000 HZ  TYPE = NORMAL
ANALYSIS #    60  FREQUENCY =        640.000 HZ  TYPE = NORMAL
ANALYSIS #    61  FREQUENCY =        650.000 HZ  TYPE = NORMAL
ANALYSIS #    62  FREQUENCY =        660.000 HZ  TYPE = NORMAL
ANALYSIS #    63  FREQUENCY =        670.000 HZ  TYPE = NORMAL
ANALYSIS #    64  FREQUENCY =        680.000 HZ  TYPE = NORMAL
ANALYSIS #    65  FREQUENCY =        690.000 HZ  TYPE = NORMAL
ANALYSIS #    66  FREQUENCY =        700.000 HZ  TYPE = NORMAL
ANALYSIS #    67  FREQUENCY =        710.000 HZ  TYPE = NORMAL
ANALYSIS #    68  FREQUENCY =        720.000 HZ  TYPE = NORMAL
ANALYSIS #    69  FREQUENCY =        730.000 HZ  TYPE = NORMAL
ANALYSIS #    70  FREQUENCY =        740.000 HZ  TYPE = NORMAL
ANALYSIS #    71  FREQUENCY =        750.000 HZ  TYPE = NORMAL
ANALYSIS #    72  FREQUENCY =        760.000 HZ  TYPE = NORMAL
ANALYSIS #    73  FREQUENCY =        770.000 HZ  TYPE = NORMAL
ANALYSIS #    74  FREQUENCY =        780.000 HZ  TYPE = NORMAL
ANALYSIS #    75  FREQUENCY =        790.000 HZ  TYPE = NORMAL
ANALYSIS #    76  FREQUENCY =        800.000 HZ  TYPE = NORMAL
ANALYSIS #    77  FREQUENCY =        810.000 HZ  TYPE = NORMAL
ANALYSIS #    78  FREQUENCY =        820.000 HZ  TYPE = NORMAL
ANALYSIS #    79  FREQUENCY =        830.000 HZ  TYPE = NORMAL
ANALYSIS #    80  FREQUENCY =        840.000 HZ  TYPE = NORMAL
ANALYSIS #    81  FREQUENCY =        850.000 HZ  TYPE = NORMAL
ANALYSIS #    82  FREQUENCY =        860.000 HZ  TYPE = NORMAL
ANALYSIS #    83  FREQUENCY =        870.000 HZ  TYPE = NORMAL
ANALYSIS #    84  FREQUENCY =        880.000 HZ  TYPE = NORMAL
ANALYSIS #    85  FREQUENCY =        890.000 HZ  TYPE = NORMAL
ANALYSIS #    86  FREQUENCY =        900.000 HZ  TYPE = NORMAL
ANALYSIS #    87  FREQUENCY =        910.000 HZ  TYPE = NORMAL
ANALYSIS #    88  FREQUENCY =        920.000 HZ  TYPE = NORMAL
ANALYSIS #    89  FREQUENCY =        930.000 HZ  TYPE = NORMAL
ANALYSIS #    90  FREQUENCY =        940.000 HZ  TYPE = NORMAL
ANALYSIS #    91  FREQUENCY =        950.000 HZ  TYPE = NORMAL
ANALYSIS #    92  FREQUENCY =        960.000 HZ  TYPE = NORMAL
ANALYSIS #    93  FREQUENCY =        970.000 HZ  TYPE = NORMAL
ANALYSIS #    94  FREQUENCY =        980.000 HZ  TYPE = NORMAL
ANALYSIS #    95  FREQUENCY =        990.000 HZ  TYPE = NORMAL
ANALYSIS #    96  FREQUENCY =       1000.000 HZ  TYPE = NORMAL
------------------------------------------------------------------------
SOLVE PARAMETERS
MODEL:   1 - Exported VLModel
------------------------------------------------------------------------
    PHYSICAL Coordinates
    Saving DISPLACEMENTS every     1 steps
    Energy Calculation Enabled
    Surface post-processing on positive side
------------------------------------------------------------------------
LAUNCHING UNCOUPLED STRUCTURAL FEM (Physical Coords - Freq) ANALYSIS

CPU Stats --- Delta:  0:00:02 (      2.32)  Total:  0:00:02 (      2.32)
  Running Bacon and Dynam ...
CPU Stats --- Delta:  0:00:02 (      2.35)  Total:  0:00:05 (      4.67)
ERROR : GRAPH FILE 20132231-38283-Structure_samcef.u60  DOES NOT EXIST !
**** ERROR has occurred during computation ****
You may try to compute the solution in manual mode and try to attach the results afterwards.
  !!! Please check the *_samcef.log or *_samcef_dy.res file for errors !!!

  Aborting Structural Direct Response  procedure due to error...                 
>> ERROR :  Aborting Structural Direct Response  procedure due to error...
**** ERROR has occurred during computation ****
You may try to compute the solution in manual mode and try to attach the results afterwards.
A FATAL ERROR OCCURRED.  PROGRAM STOPPED
**** ERROR has occurred during computation ****
You may try to compute the solution in manual mode and try to attach the results afterwards.

lengxuef

中间有个
WARNING:  There are      6400 3-Dimensional Elements

是不是这些单元的属性参数没定义好。

zhangguoqing66

lengxuef 发表于 2013-12-10 19:43
中间有个
WARNING:  There are      6400 3-Dimensional Elements

你问题解决了吗，我也遇到这个问题呢