Media civil桥梁建模最后分析过程中出错,错误如下?求个会的帮帮忙,解决支付宝红包?

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MULTI-FRONTAL SOLVER

AVAILABLE MEMORY =    1.3 GBYTES

CONSTRUCTION STEP NO. :    1  /   26     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. :     88  OF      88

ENTRY SOLUTION PHASE 

ENTRY LOAD_BLOCK 

TOTAL NUMBER OF VALID DOFS IN MODEL :     510

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  /   26     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. :     88  OF      88

ENTRY SOLUTION PHASE 

ENTRY LOAD_BLOCK 

TOTAL NUMBER OF VALID DOFS IN MODEL :     510

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  /   26     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. :     88  OF      88

ENTRY SOLUTION PHASE 

ENTRY LOAD_BLOCK 

TOTAL NUMBER OF VALID DOFS IN MODEL :     510

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. :    4  /   26     STAGE NO :    2     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. :     88  OF      88

ENTRY SOLUTION PHASE 

ENTRY LOAD_BLOCK 

TOTAL NUMBER OF VALID DOFS IN MODEL :     510

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


ERROR NORM IS NaN or INFINITE

THE PROGRAM IS ABORTED


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默认 最新
烈敏

后来怎么解决的呀 我也遇到这种情况了

2021年10月10日
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技术工
@水哥ANSYS @ANSYS专家
2017年3月21日
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