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- 注册时间
- 2008-1-26
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- 最后登录
- 1970-1-1
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No convergence,iteration limit reached,automatic time stepping might help
INTERMEDIATE ITERATION RESULTS CAN BE OBTAINED BY
REQUESTING DETAILED ITERATION HISTORY PRINTOUT.
DIFFERENT SOLUTION STRATEGY MAY BE USED TO RERUN
THE ANALYSIS, SEE THE THEORY AND MODELING GUIDE.
S O L U T I O N T I M E L O G (IN SEC)
FOR PROBLEM
*** NO HEADING DEFINED ***
INPUT PHASE . . . . . . . . . . . . . . . . . . 0.04
SUBSTRUCTURES INPUT PHASE. . . . . . . . . . . . 0.00
INITIALIZATIONS. . . . . . . . . . . . . . . . . 0.00
ASSEMBLAGE OF LINEAR STIFFNESS,EFFECTIVE STIFF-
NESS,MASS MATRICES AND LOAD VECTORS . . . . . . 0.02
FREQUENCY (OR BUCKLING) ANALYSIS . . . . . . . . 0.00
INITIAL CALCULATIONS FOR MODE SUPERPOSITION
ANALYSIS . . . . . . . . . 0.00
TRIANGULARIZATION OF LINEAR (EFFECTIVE)
STIFFNESS MATRIX . . . . . 0.00
STEP-BY-STEP SOLUTION ( 1 TIME STEPS)
CALCULATION OF EFFECTIVE LOAD VECTORS . . . 0.00
UPDATING EFFECTIVE STIFFNESS MATRICES
AND RHS VECTOR FOR NONLINEARITIES . . . . . 0.22
UPDATING EFFECTIVE STIFFNESS MATRIX FOR
CENTRIFUGAL DEFORMATION DEPENDENT LOADING. . 0.00
MODE SUPERPOSITION . . . . . . . . . . . . . 0.00
SOLUTION OF EQUATIONS . . . . . . . . . . . 0.39
EQUILIBRIUM ITERATIONS (TOTAL) . . . . . . . 0.63
CALCULATION AND PRINTING OF DISPLACE-
MENTS, VELOCITIES, AND ACCELERATIONS . . . . 0.00
CALCULATION AND PRINTING OF STRESSES . . . . 0.00
FRACTURE MECHANICS . . . . . . . . . . . . . 0.00
STEP-BY-STEP TOTAL. . . 0.67
CALCULATION AND PRINTING OF SUBSTRUCTURE
INTERNAL RESPONSES . . . . . . . . . 0.00
帮帮我看看怎么回事 谢谢了 |
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