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大佬们,运行分析后出现这个错误,怎么解决

发布者: 肥龙 | 发布时间: 2020-7-13 12:03| 查看数: 152| 评论数: 1|帖子模式

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-----------------------------------------S T A R T I N G       S O L U T I O N
MULTI-FRONTAL SOLVER
AVAILABLE MEMORY =    2.7 GBYTES
CONSTRUCTION STEP NO. :    1  /   17     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. :     32  OF      86
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :     198
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
ENTRY STATIC ANALYSIS FOR NONLINEAR.
  ITERATION NO. :    1      DISPLACEMENT ERROR NORM .. :  0.10000E+01    CONVERGENCE TOLERANCE .. :  0.10000E-01
  ITERATION NO. :    2      DISPLACEMENT ERROR NORM .. :  0.00000E+00    CONVERGENCE TOLERANCE .. :  0.10000E-01
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE
CONSTRUCTION STEP NO. :    2  /   17     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. :     32  OF      86
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :     198
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
ENTRY STATIC ANALYSIS FOR NONLINEAR.
  ITERATION NO. :    1      DISPLACEMENT ERROR NORM .. :  0.10000E+01    CONVERGENCE TOLERANCE .. :  0.10000E-01
  ITERATION NO. :    2      DISPLACEMENT ERROR NORM .. :  0.10000E+01    CONVERGENCE TOLERANCE .. :  0.10000E-01
  ITERATION NO. :    3      DISPLACEMENT ERROR NORM .. :  0.00000E+00    CONVERGENCE TOLERANCE .. :  0.10000E-01
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE
CONSTRUCTION STEP NO. :    3  /   17     STAGE NO :    1     STEP NO :    3
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. :     32  OF      86
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :     198
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
ENTRY STATIC ANALYSIS FOR NONLINEAR.
  ITERATION NO. :    1      DISPLACEMENT ERROR NORM .. :  0.10000E+01    CONVERGENCE TOLERANCE .. :  0.10000E-01
  ITERATION NO. :    2      DISPLACEMENT ERROR NORM .. :  0.10000E+01    CONVERGENCE TOLERANCE .. :  0.10000E-01
  ITERATION NO. :    3      DISPLACEMENT ERROR NORM .. :  0.00000E+00    CONVERGENCE TOLERANCE .. :  0.10000E-01
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    3)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    4)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.13950E+06,  STRESS END :  0.13950E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    4)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.13950E+06,  STRESS END :  0.13950E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    6)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    7)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    1)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    2)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    3)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    4)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.13950E+06,  STRESS END :  0.13950E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    6)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    7)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    8)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    2)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    1)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    3)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    5)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.13950E+06,  STRESS END :  0.13950E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    4)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.13950E+06,  STRESS END :  0.13950E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    6)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    8)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    1)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    3)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    4)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.13950E+06,  STRESS END :  0.13950E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    6)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    7)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    8)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    2)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    2)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    4)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.13950E+06,  STRESS END :  0.13950E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    4)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.13950E+06,  STRESS END :  0.13950E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    7)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    8)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06
WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    1)
  ULTIMATE STRENGTH :  0.18600E+03,  STRESS BEGIN :  0.27900E+06,  STRESS END :  0.27900E+06
Stop - Program terminated.

最新评论

woshixuwen... 发表于 2020-7-22 09:17:47
张拉力输错了,注意单位
 
 
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