nonsap4.out

非线性有限元程序

                                                                                                                                     
     LOAD FUNCTION NUMBER   =    1                                                                                                   
     NUMBER OF TIME POINTS  =    2                                                                                                   
                                                                                                                                     
     TIME VALUE      FUNCTION                                                                                                        
                                                                                                                                     
        0.0        0.0                                                                                                               
      200.00000    0.1592D 02                                                                                                        
                                                                                                                                     
                                                                                                                                     
                                                                                                                                     
                                                                                                                                     
  CONCENTRATED LOADS                                                                                                                 
                                                                                                                                     
     NODE    DIRECTION    LOAD CURVE   LOAD CURVE MULTIPL                                                                            
0      53          3             1         -0.1000D 01                                                                               
1 I N I T I A L  C O N D I T I O N S                                                                                                 
                                                                                                                                     
                                                                                                                                     
     INITIAL CONDITIONS CODE                    (ICON) =    0                                                                        
        EQ.0, ZERO INITIAL CONDITIONS                                                                                                
        EQ.1, INITIAL CONDITIONS ARE READ                                                                                            
              (BUT RESTART OVER-RIDES ICON)                                                                                          
                                                                                                                                     
1E L E M E N T   G R O U P   D A T A                                                                                                 
                                                                                                                                     
                                                                                                                                     
                                                                                                                                     
 E L E M E N T   G R O U P ........................... =    1    ( NONLINEAR )                                                       
                                                                                                                                     
                                                                                                                                     
                                                                                                                                     
 E L E M E N T   D E F I N I T I O N                                                                                                 
                                                                                                                                     
                                                                                                                                     
 ELEMENT TYPE  . . . . . . . . . . . . .( NPAR(1) ). . =    2                                                                        
     EQ.1, TRUSS ELEMENTS                                                                                                            
     EQ.2, 2-DIM ELEMENTS                                                                                                            
     EQ.3, 3-DIM ELEMENTS                                                                                                            
                                                                                                                                     
 NUMBER OF ELEMENTS. . . . . . . . . . .( NPAR(2) ). . =   10                                                                        
                                                                                                                                     
 TYPE OF NONLINEAR ANALYSIS  . . . . . .( NPAR(3) ). . =    3                                                                        
     EQ.1, MATERIAL NONLINEARITY ONLY                                                                                                
     EQ.2, TOTAL LAGRANGIAN FORMULATION                                                                                              
     EQ.3, UPDATED LAGRANGIAN FORMULATION                                                                                            
                                                                                                                                     
 ELEMENT SUBTYPE . . . . . . . . . . . .( NPAR(5) ). . =    0                                                                        
     EQ.0, AXISYMMETRIC ELEMENTS                                                                                                     
     EQ.1, PLANE STRAIN ELEMENTS                                                                                                     
     EQ.2, PLANE STRESS ELEMENTS                                                                                                     
                                                                                                                                     
 MAX NUMBER OF NODES DESCRIBING                                                                                                      
     ANY ONE ELEMENT . . . . . . . . . .( NPAR(7) ). . =    8                                                                        
                                                                                                                                     
 NUMBER OF INTEGRATION POINTS FOR                                                                                                    
     ELEMENT STIFFNESS GENERATION. . . .( NPAR(10)). . =    2                                                                        
                                                                                                                                     
 NUMBER OF STRESS OUTPUT TABLES  . . . .( NPAR(13)). . =    0                                                                        
     EQ.0, PRINT AT INTEGRATION POINTS                                                                                               
                                                                                                                                     
                                                                                                                                     
 M A T E R I A L   D E F I N I T I O N                                                                                               
                                                                                                                                     
                                                                                                                                     
 MATERIAL MODEL. . . . . . . . . . . . .( NPAR(15)). . =    1                                                                        
     EQ.1, ISOTROPIC                                                                                                                 
     EQ.2, ORTHOTROPIC                                                                                                               
     EQ.3, VARIABLE TANGENT MODULI                                                                                                   
     EQ.4, CURVE DESCRIPTION MODEL                                                                                                   
     EQ.5, CURVE DESCRIPTION MODEL (TENSION CUT-OFF)                                                                                 
     EQ.6, ELASTOPLASTIC ( VON MISES )                                                                                               
     EQ.7, ELASTOPLASTIC (DRUCKER-PRAGER)                                                                                            
     EQ.8, INCOMPRESSIBLE ELASTIC (MOONEY-RIVLIN)                                                                                    
                                                                                                                                     
 NUMBER OF DIFFERENT SETS OF MATERIAL                                                                                                
     CONSTANTS . . . . . . . . . . . . .( NPAR(16)). . =    1                                                                        
                                                                                                                                     
 NUMBER OF MATERIAL CONSTANTS PER SET. .( NPAR(17)). . =    2                                                                        
                                                                                                                                     
 DIMENSION OF STORAGE ARRAY (WA)                                                                                                     
     PER INTEGRATION POINT . . . . . . .( NPAR(18)). . =    0                                                                        
                                                                                                                                     
                                                                                                                                     
                                                                                                                                     
 MATERIAL CONSTANTS SET NUMBER ....     1                                                                                            
                                                                                                                                     
     DEN ..........( DENSITY ).. =  0.0                                                                                              
                                                                                                                                     
     E ............( PROP(1) ).. =  0.100000D 08                                                                                     
     VNU ..........( PROP(2) ).. =  0.300000D 00