我建了一个弯梁的模型,两端节点采用双支座模拟,从节点都定义了局部坐标。运行之后,信息窗口中显示了以下信息:
MULTI-FRONTAL SOLVERAVAILABLE MEMORY = 1.4 GBYTES
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. : 26 OF 26
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 162
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
ENTRY STATIC ANALYSIS
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 90 % .
WARNING : NODE NO. 14 RZ DOF MAY BE SINGULAR.WARNING : EQUATION NO. 84
WARNING : NODE NO. 14 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 79
WARNING : NODE NO. 14 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 80
WARNING : NODE NO. 14 RY DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.
DISPLACEMENT/FORCE/STRESS OUTPUT.WARNING : DISPLACEMENT DZ AT NODE NO. 1 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 1 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 1 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 2 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 2 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 2 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 3 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 3 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 3 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 4 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 4 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 4 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 5 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 5 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 5 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 6 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 6 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 6 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 7 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 7 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 7 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 8 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 8 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 8 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 9 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 9 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 9 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 10 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 10 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 10 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 11 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 11 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 11 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 12 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 12 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 12 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 13 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 13 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 13 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 14 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 14 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 14 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 15 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 15 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 15 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 16 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 16 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 16 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 17 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 17 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 17 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 18 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 18 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 18 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 19 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 19 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 19 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 20 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 20 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 20 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 21 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 21 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 21 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 22 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 22 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 22 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 23 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 23 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 23 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 24 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 24 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 24 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 25 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 25 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 25 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 26 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 26 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 26 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 27 IS ABNORMAL.
WARNING : DISPLACEMENT RX AT NODE NO. 27 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 27 IS ABNORMAL.
ELEM. : 26 OF 26
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请教Midas Civil弯梁的建模问题我建了一个弯梁的模型,两端节点采用双支座模拟,从节点都定义了局部坐标。运行之后,信息窗口中显示了以下信息: MULTI-FRONTAL SOLVERAVAILABLE MEMORY = 1.4 GBYTES ENTRY PHASE FOR RENUMBERING ENTRY NUMBERING_EQN ENTRY FORM_STIFF_MASS_LOAD
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