nonsap2.out

非线性有限元程序

                                                                                                                                     
                                                                                                                                     
                                                                                                                                     
 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) ). . =   33                                                                        
                                                                                                                                     
 TYPE OF NONLINEAR ANALYSIS  . . . . . .( NPAR(3) ). . =    2                                                                        
     EQ.1, MATERIAL NONLINEARITY ONLY                                                                                                
     EQ.2, TOTAL LAGRANGIAN FORMULATION                                                                                              
     EQ.3, UPDATED LAGRANGIAN FORMULATION                                                                                            
                                                                                                                                     
 ELEMENT SUBTYPE . . . . . . . . . . . .( NPAR(5) ). . =    2                                                                        
     EQ.0, AXISYMMETRIC ELEMENTS                                                                                                     
     EQ.1, PLANE STRAIN ELEMENTS                                                                                                     
     EQ.2, PLANE STRESS ELEMENTS                                                                                                     
                                                                                                                                     
 MAX NUMBER OF NODES DESCRIBING                                                                                                      
     ANY ONE ELEMENT . . . . . . . . . .( NPAR(7) ). . =    4                                                                        
                                                                                                                                     
 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)). . =    8                                                                        
     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 ).. =  0.100000D 01                                                                                     
                                                                                                                                     
     C1 ...........( PROP(1) ).. =  0.216050D 02                                                                                     
     C2 ...........( PROP(2) ).. =  0.157465D 02                                                                                     
                                                                                                                                     
                                                                                                                                     
                                                                                                                                     
                                                                                                                                     
                                                                                                                                     
                                                                                                                                     
                                                                                                                                     
     ELEMENT INFORMATION                                                                                                             
                                                                                                                                     
     M   IEL   IPS       BET       THIC    MTYP   KG          NODE1   NODE2   NODE3   NODE4   NODE5   NODE6   NODE7   NODE8          
     1    4     4         0.         0.      1     4            6       2       1       5       0       0       0       0            
     2    4     4         0.         0.      1     4           10       6       5       9       0       0       0       0            
     3    4     4         0.         0.      1     4           14      10       9      13       0       0       0       0            
     4    4     4         0.         0.      1     4           18      14      13      17       0       0       0       0            
     5    4     4         0.         0.      1     4           22      18      17      21       0       0       0       0            
     6    4     4         0.         0.      1     4           26      22      21      25       0       0       0       0            
     7    4     4         0.         0.      1     4           30      26      25      29       0       0       0       0            
     8    4     4         0.         0.      1     4           34      30      29      33       0       0       0       0            
     9    4     4         0.         0.      1     4           38      34      33      37       0       0       0       0            
    10    4     4         0.         0.      1     4           42      38      37      41       0       0       0       0            
    11    4     4         0.         0.      1     1           46      42      41      45       0       0       0       0            
    12    4     4         0.         0.      1     4            7       3       2       6       0       0       0       0            
    13    4     4         0.         0.      1     4           11       7       6      10       0       0       0       0            
    14    4     4         0.         0.      1     4           15      11      10      14       0       0       0       0            
    15    4     4         0.         0.      1     4           19      15      14      18       0       0       0       0            
    16    4     4         0.         0.      1     4           23      19      18      22       0       0       0       0            
    17    4     4         0.         0.      1     4           27      23      22      26       0       0       0       0            
    18    4     4         0.         0.      1     4           31      27      26      30       0       0       0       0            
    19    4     4         0.         0.      1     4           35      31      30      34       0       0       0       0            
    20    4     4         0.         0.      1     4           39      35      34      38       0       0       0       0            
    21    4     4         0.         0.      1     4           43      39      38      42       0       0       0       0            
    22    4     4         0.         0.      1     1           47      43      42      46       0       0       0       0            
    23    4     4         0.         0.      1     4            8       4       3       7       0       0       0       0            
    24    4     4         0.         0.      1     4           12       8       7      11       0       0       0       0            
    25    4     4         0.         0.      1     4           16      12      11      15       0       0       0       0            
    26    4     4         0.         0.      1     4           20      16      15      19       0       0       0       0