nonsap1.out

非线性有限元程序

0       2          3             1          0.5799D 03                                                                               
0       3          3             1          0.9608D 02                                                                               
0       4          3             1          0.5892D 03                                                                               
0       5          3             1          0.6235D 02                                                                               
0       6          3             1          0.5901D 03                                                                               
0       7          3             1          0.9780D 02                                                                               
0       8          3             1          0.3170D 04                                                                               
0       9          3             1          0.1230D 03                                                                               
0      10          3             1          0.1230D 03                                                                               
0      11          3             1          0.1230D 03                                                                               
0      12          3             1          0.1230D 03                                                                               
1 N O D A L   M A S S   D A T A                                                                                                      
                                                                                                                                     
                                                                                                                                     
   NODE     X-MASS     Y-MASS     Z-MASS                                                                                             
                                                                                                                                     
                                                                                                                                     
      2  0.0        0.150D 01  0.150D 01                                                                                             
      3  0.0        0.249D 00  0.249D 00                                                                                             
      4  0.0        0.153D 01  0.153D 01                                                                                             
      5  0.0        0.162D 00  0.162D 00                                                                                             
      6  0.0        0.153D 01  0.153D 01                                                                                             
      7  0.0        0.253D 00  0.253D 00                                                                                             
      8  0.0        0.821D 01  0.821D 01                                                                                             
      9  0.0        0.319D 00  0.319D 00                                                                                             
     10  0.0        0.319D 00  0.319D 00                                                                                             
     11  0.0        0.319D 00  0.319D 00                                                                                             
     12  0.0        0.319D 00  0.319D 00                                                                                             
1 I N I T I A L  C O N D I T I O N S                                                                                                 
                                                                                                                                     
                                                                                                                                     
     INITIAL CONDITIONS CODE                    (ICON) =    1                                                                        
        EQ.0, ZERO INITIAL CONDITIONS                                                                                                
        EQ.1, INITIAL CONDITIONS ARE READ                                                                                            
              (BUT RESTART OVER-RIDES ICON)                                                                                          
                                                                                                                                     
                                                                                                                                     
                                                                                                                                     
 INITIAL CONDITIONS DATA AS INPUT                                                                                                    
                                                                                                                                     
         ( CARD BY CARD  )                                                                                                           
                                                                                                                                     
                                                                                                                                     
0.0         0.297221D 02-.360194D 020.836104D 02-.992952D 020.135618D 03                                                             
-.160023D 030.161899D 03-.189570D 030.187394D 03-.218103D 030.215720D 03                                                             
-.248166D 030.242122D 03-.275863D 030.199340D 03-.226316D 030.153726D 03                                                             
-.173927D 030.105292D 03-.118725D 030.540463D 02-.607402D 02                                                                         
0.0         0.0         0.0         0.0         0.0         0.0                                                                      
0.0         0.0         0.0         0.0         0.0         0.0                                                                      
0.0         0.0         0.0         0.0         0.0         0.0                                                                      
0.0         0.0         0.0         0.0         0.0                                                                                  
0.0         0.0         0.0         0.0         0.0         0.0                                                                      
0.0         0.0         0.0         0.0         0.0         0.0                                                                      
0.0         0.0         0.0         0.0         0.0         0.0                                                                      
0.0         0.0         0.0         0.0         0.0                                                                                  
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) ). . =    1                                                                        
     EQ.1, TRUSS ELEMENTS                                                                                                            
     EQ.2, 2-DIM ELEMENTS                                                                                                            
     EQ.3, 3-DIM ELEMENTS                                                                                                            
                                                                                                                                     
 NUMBER OF ELEMENTS. . . . . . . . . . .( NPAR(2) ). . =    1                                                                        
                                                                                                                                     
 TYPE OF NONLINEAR ANALYSIS. . . . . . .( NPAR(3) ). . =    1                                                                        
     EQ.1, MATERIALLY NONLINEAR ONLY                                                                                                 
     EQ.2, UPDATED LAGRANGIAN FORMULATION                                                                                            
                                                                                                                                     
                                                                                                                                     
                                                                                                                                     
 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                                                                                                           
    EQ.2,   NONLINEAR ELASTIC                                                                                                        
            (STRESS-STRAIN LAW SPECIFIED)                                                                                            
                                                                                                                                     
 NUMBER OF DIFFERENT SETS OF MATERIAL                                                                                                
     CONSTANTS . . . . . . . . . . . . .( NPAR(16)). . =    1                                                                        
                                                                                                                                     
 NUMBER OF MATERIAL CONSTANTS PER SET. .( NPAR(17)). . =    0                                                                        
                                                                                                                                     
                                                                                                                                     
                                                                                                                                     
 TYPE              E          AREA             DEN          STRAI                                                                    
                                                                                                                                     
    1  0.1000000D 11  0.1000000D 02  0.0            0.0