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. :    150  OF     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. :    150  OF     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/

遇到过同样的问题，不知道如何解决。

约束不够
杀毒软件
空间不够

检查一下约束和输入的材料截面特性值

原来是杀毒软件在作怪，终于把问题解决了。

晕





2006的计算比较复杂的就会出现这个问题

就是嘛,杀毒软件的问题吧,我也遇到过

-----------------------------------------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。。。。。

我的不是杀毒软件和磁盘空间的原因

你的问题应该是非线性不收敛。是不是斜拉桥或悬索桥。

-----------------------------------------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. :    100  OF    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. :    200  OF    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. :    300  OF    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. :    400  OF    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. :    400  OF    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. :    400  OF    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. :    500  OF    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. :    500  OF    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. :    500  OF    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

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。