level 1
沐沐子想吃瓜
楼主
加了钢束后就会出现这些问题，不知道从那里改起
MULTI-FRONTAL SOLVER
AVAILABLE MEMORY = 11.1 GBYTES
WARNING : WOBBLE FRICTION FACTOR IS LARGE. CHECK THE INPUT. リ FACTOR = ********
WARNING : WOBBLE FRICTION FACTOR IS LARGE. CHECK THE INPUT. リ FACTOR = ********
CONSTRUCTION STEP NO. : 1 / 87 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. : 12 OF 62
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 52
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 / 87 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. : 12 OF 62
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 52
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 / 87 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. : 12 OF 62
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 52
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. : 4 / 87 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. : 12 OF 62
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 84
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
2025年05月14日 14点05分
1
MULTI-FRONTAL SOLVER
AVAILABLE MEMORY = 11.1 GBYTES
WARNING : WOBBLE FRICTION FACTOR IS LARGE. CHECK THE INPUT. リ FACTOR = ********
WARNING : WOBBLE FRICTION FACTOR IS LARGE. CHECK THE INPUT. リ FACTOR = ********
CONSTRUCTION STEP NO. : 1 / 87 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. : 12 OF 62
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 52
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 / 87 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. : 12 OF 62
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 52
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 / 87 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. : 12 OF 62
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 52
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. : 4 / 87 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. : 12 OF 62
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 84
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
