广场 › [Midas论坛] › FEX。EXE出错是什么原因？

tianzhibin 发表于 2007-6-29 16:47:15

FEX。EXE出错是什么原因？

我用midas计算时提示FES。EXE出错
结果提示：
----------------------------------------S T A R T I N G       S O L U T I O N

MULTI-FRONTAL SOLVER
AVAILABLE MEMORY =127.2 MBYTES
CONSTRUCTION STEP NO. :    1/   62   STAGE NO :    1   STEP NO :    1
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. :    150OF   170
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )

ENTRY STATIC ANALYSIS FOR NONLINEAR.    ITERATION NO. :    1
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.   
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. :    150 OF   170

ENTRY STATIC ANALYSIS FOR NONLINEAR.    ITERATION NO. :    2
DISPLACEMENT ERROR NORM .. :0.00000E+00    CONVERGENCE TOLERANCE .. :0.10000E-01
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. :    150 OF   170
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. :    2/   62   STAGE NO :    1   STEP NO :    2
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. :    150OF   170
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )

ENTRY STATIC ANALYSIS FOR NONLINEAR.    ITERATION NO. :    1
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.   
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. :    150 OF   170
请高手帮忙/

hao1234 发表于 2007-7-27 13:01:37

遇到过同样的问题，不知道如何解决。

独自等待 发表于 2007-7-29 18:38:22

约束不够
杀毒软件
空间不够

wuzhiyong 发表于 2007-7-29 21:54:42

检查一下约束和输入的材料截面特性值

yanjinyong 发表于 2007-8-3 11:46:36

原来是杀毒软件在作怪，终于把问题解决了。

200331550041 发表于 2008-4-12 18:32:29

晕





2006的计算比较复杂的就会出现这个问题

zhanggangde 发表于 2008-5-1 12:05:18

就是嘛,杀毒软件的问题吧,我也遇到过

kaqiartboy 发表于 2008-5-16 18:25:16

MIDAS运行问题？

-----------------------------------------S T A R T I N G       S O L U T I O N

MULTI-FRONTAL SOLVER
AVAILABLE MEMORY =358.0 MBytes
CONSTRUCTION STEP NO. :    1/   45   STAGE NO :    1   STEP NO :    1
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.

ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )

ENTRY STATIC ANALYSIS FOR NONLINEAR.    ITERATION NO. :    1
INCOMPLETE MULTI-FRONTAL SOLVER
IERROR=          -1


这是什么问题啊，我把杀毒软件关了，还是这样，请高手帮忙，谢谢！！急。。。。。

mrliqtb 发表于 2008-5-19 09:16:49

我的不是杀毒软件和磁盘空间的原因

aheqiang 发表于 2008-5-19 10:08:30

你的问题应该是非线性不收敛。是不是斜拉桥或悬索桥。

qizhongyang1979 发表于 2009-1-2 09:31:28

-----------------------------------------S T A R T I N G       S O L U T I O N

MULTI-FRONTAL SOLVER
AVAILABLE MEMORY = 1343.5 MBYTES
CONSTRUCTION STEP NO. :    1/   85   STAGE NO :    1   STEP NO :    1
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. :    100OF    2166
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :   900
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.   
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. :    100 OF    2166
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. :    2/   85   STAGE NO :    2   STEP NO :    1
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. :    200OF    2166
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :    1332
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.   
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. :    200 OF    2166
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. :    3/   85   STAGE NO :    3   STEP NO :    1
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. :    300OF    2166
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :    2292
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.   
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. :    300 OF    2166
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. :    4/   85   STAGE NO :    4   STEP NO :    1
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. :    400OF    2166
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :    2424
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.   
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. :    400 OF    2166
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. :    5/   85   STAGE NO :    5   STEP NO :    1
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. :    400OF    2166
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :    2568
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.   
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. :    400 OF    2166
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. :    6/   85   STAGE NO :    6   STEP NO :    1
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. :    400OF    2166
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :    2568
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.   
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. :    400 OF    2166
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. :    7/   85   STAGE NO :    7   STEP NO :    1
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. :    500OF    2166
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :    3000
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.   
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. :    500 OF    2166
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. :    8/   85   STAGE NO :    8   STEP NO :    1
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. :    500OF    2166
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :    3000
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.   
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. :    500 OF    2166
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. :    9/   85   STAGE NO :    9   STEP NO :    1
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. :    500OF    2166
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :    3228
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.   
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. :    500 OF    2166
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. :   10/   85   STAGE NO :   10   STEP NO :    1
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
我的也不是杀毒软件的问题啊，怎么回事啊

majicheng 发表于 2009-1-3 10:05:58

midas计算时提示FES。EXE出错
是磁盘空间不足，在计算过程中生成的结果文件太大，你的磁盘不够。可以将文件拷出来放到其他盘计算。

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