nonsap5.out

非线性有限元程序

   35         0    1    0    1    1    1       10.000       30.000        0.0                                                        
   36         0    1    0    1    1    1       15.000       30.000        0.0                                                        
   37         0    1    1    1    1    1       20.000       30.000        0.0                                                        
   38         1    1    0    1    1    1        0.0         30.000        1.000                                                      
   39         0    1    0    1    1    1        5.000       30.000        1.000                                                      
   40         0    1    0    1    1    1       10.000       30.000        1.000                                                      
   41         0    1    0    1    1    1       15.000       30.000        1.000                                                      
   42         0    1    0    1    1    1       20.000       30.000        1.000                                                      
1 L O A D S                                                                                                                          
                                                                                                                                     
     NUMBER OF LOADS                     =    1                                                                                      
     NUMBER OF LOAD CURVES               =    1                                                                                      
     MAX NUMBER OF POINTS IN LOAD CURVES =    3                                                                                      
                                                                                                                                     
                                                                                                                                     
                                                                                                                                     
                                                                                                                                     
     LOAD FUNCTION NUMBER   =    1                                                                                                   
     NUMBER OF TIME POINTS  =    3                                                                                                   
                                                                                                                                     
     TIME VALUE      FUNCTION                                                                                                        
                                                                                                                                     
        0.0        0.0                                                                                                               
        0.00600    0.1000D 01                                                                                                        
        1.00000    0.1000D 01                                                                                                        
                                                                                                                                     
                                                                                                                                     
                                                                                                                                     
                                                                                                                                     
  CONCENTRATED LOADS                                                                                                                 
                                                                                                                                     
     NODE    DIRECTION    LOAD CURVE   LOAD CURVE MULTIPL                                                                            
0      38          3             1         -0.1000D 02                                                                               
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    ( LINEAR )                                                          
                                                                                                                                     
                                                                                                                                     
                                                                                                                                     
 E L E M E N T   D E F I N I T I O N                                                                                                 
                                                                                                                                     
                                                                                                                                     
 ELEMENT TYPE  . . . . . . . . . . . . .( NPAR(1) ). . =    3                                                                        
     EQ.1, TRUSS ELEMENTS                                                                                                            
     EQ.2, 2-DIM ELEMENTS                                                                                                            
     EQ.3, 3-DIM ELEMENTS                                                                                                            
                                                                                                                                     
 NUMBER OF ELEMENTS. . . . . . . . . . .( NPAR(2) ). . =    4                                                                        
                                                                                                                                     
 TYPE OF NONLINEAR ANALYSIS  . . . . . .( NPAR(3) ). . =    1                                                                        
     EQ.1, MATERIAL NONLINEARITY ONLY                                                                                                
     EQ.2, TOTAL LAGRANGIAN FORMULATION                                                                                              
     EQ.3, UPDATED LAGRANGIAN FORMULATION                                                                                            
                                                                                                                                     
 MAX NUMBER OF NODES  DESCRIBING                                                                                                     
     ANY ONE ELEMENT . . . . . . . . . .( NPAR(7) ). . =   16                                                                        
                                                                                                                                     
 INTEGRATION ORDER (R-S DIRECTION) FOR                                                                                               
     ELEMENT STIFFNESS GENERATION. . . .( NPAR(10)). . =    2                                                                        
                                                                                                                                     
 INTEGRATION ORDER (T DIRECTION) FOR                                                                                                 
     ELEMENT STIFFNESS GENERATION. . . .( NPAR(11)). . =    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, LINEAR ELASTIC ISOTROPIC                                                                                                  
     EQ.3, NONLINEAR CURVE DESCRIPTION MODEL                                                                                         
                                                                                                                                     
 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 ).. =  0.300000D-03