nonsap1.out

非线性有限元程序

                                                                                                                                     
                                                                                                                                     
 E L E M E N T   I N F O R M A T I O N                                                                                               
                                                                                                                                     
                                                                                                                                     
     N     I     J  TYPE       PRESTRESSING FORCE       IPS                                                                          
                                                                                                                                     
     1     1    14     1              0.0                 0                                                                          
1                                                                                                                                    
 E L E M E N T   G R O U P ........................... =    2    ( NONLINEAR )                                                       
                                                                                                                                     
                                                                                                                                     
                                                                                                                                     
 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) ). . =   12                                                                        
                                                                                                                                     
 TYPE OF NONLINEAR ANALYSIS. . . . . . .( NPAR(3) ). . =    2                                                                        
     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  0.1900000D 08  0.3610000D 00  0.0            0.0                                                                              
                                                                                                                                     
                                                                                                                                     
                                                                                                                                     
 E L E M E N T   I N F O R M A T I O N                                                                                               
                                                                                                                                     
                                                                                                                                     
     N     I     J  TYPE       PRESTRESSING FORCE       IPS                                                                          
                                                                                                                                     
     1     1     2     1              0.75200D 04         0                                                                          
     2     2     3     1              0.75200D 04         0                                                                          
     3     3     4     1              0.75200D 04         0                                                                          
     4     4     5     1              0.75200D 04         0                                                                          
     5     5     6     1              0.75200D 04         0                                                                          
     6     6     7     1              0.75200D 04         0                                                                          
     7     7     8     1              0.75200D 04         0                                                                          
     8     8     9     1              0.75200D 04         0                                                                          
     9     9    10     1              0.75200D 04         0                                                                          
    10    10    11     1              0.75200D 04         0                                                                          
    11    11    12     1              0.75200D 04         0                                                                          
    12    12    13     1              0.75200D 04         0                                                                          
1 I N I T I A L   C O N D I T I O N S                                                                                                
                                                                                                                                     
                                                                                                                                     
                                                                                                                                     
                                                                                                                                     
  D I S P L A C E M E N T S                                                                                                          
                                                                                                                                     
  NODE             X-DISPLACEMENT    Y-DISPLACEMENT    Z-DISPLACEMENT        X-ROTATION        Y-ROTATION        Z-ROTATION          
                                                                                                                                     
      1              0.0               0.0               0.0               0.0               0.0               0.0                   
      2              0.0               0.297221D 02     -0.360194D 02      0.0               0.0               0.0                   
      3              0.0               0.836104D 02     -0.992952D 02      0.0               0.0               0.0                   
      4              0.0               0.135618D 03     -0.160023D 03      0.0               0.0               0.0                   
      5              0.0               0.161899D 03     -0.189570D 03      0.0               0.0               0.0                   
      6              0.0               0.187394D 03     -0.218103D 03      0.0               0.0               0.0                   
      7              0.0               0.215720D 03     -0.248166D 03      0.0               0.0               0.0                   
      8              0.0               0.242122D 03     -0.275863D 03      0.0               0.0               0.0                   
      9              0.0               0.199340D 03     -0.226316D 03      0.0               0.0               0.0                   
     10              0.0               0.153726D 03     -0.173927D 03      0.0               0.0               0.0                   
     11              0.0               0.105292D 03     -0.118725D 03      0.0               0.0               0.0                   
     12              0.0               0.540463D 02     -0.607402D 02      0.0               0.0               0.0                   
     13              0.0               0.0               0.0               0.0               0.0               0.0                   
     14              0.0               0.0               0.0               0.0               0.0               0.0                   
                                                                                                                                     
                                                                                                                                     
  V E L O C I T I E S                                                                                                                
                                                                                                                                     
  NODE                 X-VELOCITY        Y-VELOCITY        Z-VELOCITY        X-ROTATION        Y-ROTATION        Z-ROTATION          
                                                                                                                                     
      1              0.0               0.0               0.0               0.0               0.0               0.0                   
      2              0.0               0.0               0.0               0.0               0.0               0.0