midas运行中“FES.EXE”应用程序错误-------------咋回事呢?谢谢指教

chonglin 发表于 2012-4-26 22:18:02 | 显示全部楼层 | 阅读模式
先是运行一会儿
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
  ELEMENT NO. :   9000  OF   13500
  MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.     
ENTRY ITERATION FOR THERMAL TRANSFER
ITERATION STEP     7 /    68
ENTRY FORM THERMAL STIFFNESS AND LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
  ELEMENT NO. :   9000  OF   13500
  MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.     
ENTRY ITERATION FOR THERMAL TRANSFER
ITERATION STEP     8 /    68
ENTRY FORM THERMAL STIFFNESS AND LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
  ELEMENT NO. :   9000  OF   13500
  MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.     
ENTRY ITERATION FOR THERMAL TRANSFER
ITERATION STEP     9 /    68
ENTRY FORM THERMAL STIFFNESS AND LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
  ELEMENT NO. :   9000  OF   13500

运行到此时后出现

运行一会儿后弹出这样的对话框

运行一会儿后弹出这样的对话框
跪求原因及解决方法。谢谢
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chonglin 发表于 2012-4-26 22:21:25
运行的信息刚没贴全,补上。是这样的,然后出上面那种问题了
MULTI-FRONTAL SOLVER
AVAILABLE MEMORY = 1253.2 MBytes
CONSTRUCTION STEP NO. :    1  /    4     STAGE NO :    1     STEP NO :    1
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
  ELEMENT NO. :   9000  OF   13500
ENTRY ITERATION FOR THERMAL TRANSFER
ITERATION STEP     1 /    68
ENTRY FORM THERMAL STIFFNESS AND LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
  ELEMENT NO. :   9000  OF   13500
  MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.     
ENTRY ITERATION FOR THERMAL TRANSFER
ITERATION STEP     2 /    68
ENTRY FORM THERMAL STIFFNESS AND LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
  ELEMENT NO. :   9000  OF   13500
  MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.     
ENTRY ITERATION FOR THERMAL TRANSFER
ITERATION STEP     3 /    68
ENTRY FORM THERMAL STIFFNESS AND LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
  ELEMENT NO. :   9000  OF   13500
  MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.     
ENTRY ITERATION FOR THERMAL TRANSFER
ITERATION STEP     4 /    68
ENTRY FORM THERMAL STIFFNESS AND LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
  ELEMENT NO. :   9000  OF   13500
  MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.     
ENTRY ITERATION FOR THERMAL TRANSFER
ITERATION STEP     5 /    68
ENTRY FORM THERMAL STIFFNESS AND LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
  ELEMENT NO. :   9000  OF   13500
  MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.     
ENTRY ITERATION FOR THERMAL TRANSFER
ITERATION STEP     6 /    68
ENTRY FORM THERMAL STIFFNESS AND LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
  ELEMENT NO. :   9000  OF   13500
  MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.     
ENTRY ITERATION FOR THERMAL TRANSFER
ITERATION STEP     7 /    68
ENTRY FORM THERMAL STIFFNESS AND LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
  ELEMENT NO. :   9000  OF   13500
  MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.     
ENTRY ITERATION FOR THERMAL TRANSFER
ITERATION STEP     8 /    68
ENTRY FORM THERMAL STIFFNESS AND LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
  ELEMENT NO. :   9000  OF   13500
  MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.     
ENTRY ITERATION FOR THERMAL TRANSFER
ITERATION STEP     9 /    68
ENTRY FORM THERMAL STIFFNESS AND LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
  ELEMENT NO. :   9000  OF   13500
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tingyinai 发表于 2017-9-8 09:34:55
我也碰到这个问题了, 最后怎么解决的?
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