毕业设计难民 发表于 2024-5-13 00:12:29

没分配预应力钢束组还能运行，分配后就不能运行了

MULTI-FRONTAL SOLVER
AVAILABLE MEMORY =   11.1 GBYTES
CONSTRUCTION STEP NO. :    1/108   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. :   12OF      82
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :      50
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
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. :    2/108   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. :   12OF      82
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :      50
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. :    3/108   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. :   12OF      82
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :      50
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
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. :    4/108   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. :   12OF      82
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :      50
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. :    5/108   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. :   12OF      82
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :      50
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
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. :    6/108   STAGE NO :    3   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. :   12OF      82
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :      50
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. :    7/108   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. :   12OF      82
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :      50
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
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. :    8/108   STAGE NO :    4   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. :   12OF      82
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL :      50
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 :    1)
ULTIMATE STRENGTH :0.18600E+04,STRESS BEGIN :0.26040E+04,STRESS END :0.26040E+04

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    1)
ULTIMATE STRENGTH :0.18600E+04,STRESS BEGIN :0.26040E+04,STRESS END :0.26040E+04

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    1)
ULTIMATE STRENGTH :0.18600E+04,STRESS BEGIN :0.26040E+04,STRESS END :0.26040E+04

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    1)
ULTIMATE STRENGTH :0.18600E+04,STRESS BEGIN :0.26040E+04,STRESS END :0.26040E+04

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    1)
ULTIMATE STRENGTH :0.18600E+04,STRESS BEGIN :0.26040E+04,STRESS END :0.26040E+04

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    1)
ULTIMATE STRENGTH :0.18600E+04,STRESS BEGIN :0.26040E+04,STRESS END :0.26040E+04

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    1)
ULTIMATE STRENGTH :0.18600E+04,STRESS BEGIN :0.26040E+04,STRESS END :0.26040E+04

WARNING CHECK YOUR TENDON DATA (TENDON PROPERTY :    1)
ULTIMATE STRENGTH :0.18600E+04,STRESS BEGIN :0.26040E+04,STRESS END :0.26040E+04

Stop - Program terminated.


毕业设计难民 发表于 2024-5-13 00:17:35

3跨22+31+22的等截面连续箱梁桥，没分配预应力钢束组之前运行有错误但还能运行完使用后处理模式，分配后运行一点就直接中止了

woshixuwenjun90 发表于 2024-5-22 09:16:57

ULTIMATE STRENGTH :0.18600E+04,STRESS BEGIN :0.26040E+04,STRESS END :0.26040E+04,预应力张拉荷载输入有误 ≤0.75*1860MPa
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