x
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Reduced Input

*Node and *Element Cards are removed.
  *KEYWORD
  *TITLE
  SPRING-MASS Simulation
  $
  $ learn discrete elements, material for discrete elements
  $ units: mm, s, ton, N
  $ A. Tabiei, 3/10/98
  $                                                             
  *CONTROL_TERMINATION
  $   ENDTIM
  10.000E+00
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *DATABASE_HISTORY_NODE_SET
           1
  *SET_NODE_LIST                             
           1
           2         3         4
  *DATABASE_NODOUT
   0.101E-01
  *DATABASE_DEFORC
   0.101E-01
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *DATABASE_BINARY_D3PLOT
  $  DT/CYCL 
   0.100E+00 
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *PART  
  Spring                                      
  $      PID       SID       MID 
           2         3         2                                                  
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *SECTION_DISCRETE                                                               
  $      SID       DRO        KD        V0        CL        FD                    
           3         0 0.000E+00 0.000E+00 0.000E+00 0.000E+00                    
  $      CDL       TDL                                                            
   0.000E+00 0.000E+00                                                            
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *MAT_SPRING_NONLINEAR_ELASTIC  
  $      MID       LCD   
           2         2     
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *NODE                                                                           
  $   NODE               X               Y               Z        
         1 0.000000000E+00 0.000000000E+00 0.000000000E+00                        
         2 0.100000000E+02 0.000000000E+00 0.000000000E+00                        
         3 0.200000000E+02 0.000000000E+00 0.000000000E+00                        
         4 0.300000000E+02 0.000000000E+00 0.000000000E+00                        
         5 0.400000000E+02 0.000000000E+00 0.000000000E+00                        
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *ELEMENT_DISCRETE                                                               
  $    EID     PID      N1      N2     VID               S      PF          OFFSET
         1       2       1       2       0   0.1000000E+01       0   0.0000000E+00
         2       2       2       3       0   0.1000000E+01       0   0.0000000E+00
         3       2       3       4       0   0.1000000E+01       0   0.0000000E+00
         4       2       4       5       0   0.1000000E+01       0   0.0000000E+00
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *ELEMENT_MASS                                                                   
  $    EID     NID            MASS                                                
         5       2   5.0000002E-04                                                
         6       3   5.0000002E-04                                                
         7       4   5.0000002E-04                                                
         8       5   5.0000002E-04
         9       1   5.0000002E-04                                                
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *BOUNDARY_SPC_NODE                                                              
  $ NID/NSID       CID      DOFX      DOFY      DOFZ     DOFRX     DOFRY     DOFRZ
           1         0         1         1         1         1         1         1
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *BOUNDARY_PRESCRIBED_MOTION_NODE
  $     NODE       DOF       VAD      LCID        SF
           5         1         2         1  1.00E+00     
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *DEFINE_CURVE
           1
                   0.0                 0.0
  10.0000000000000E+00  10.00000000000E+00
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *DEFINE_CURVE
           2
  $       DISPLACEMENT               FORCE
  -2.5000000000000E+00  -0.20000000000E+00
  -2.0000000000000E+00  -0.17500000000E+00
  -1.5000000000000E+00  -0.15000000000E+00
  -1.0000000000000E+00  -0.10000000000E+00
  -0.5000000000000E+00  -0.02500000000E+00
                   0.0                 0.0
  0.50000000000000E+00  0.025000000000E+00
  1.00000000000000E+00  0.100000000000E+00
  1.50000000000000E+00  0.150000000000E+00
  2.00000000000000E+00  0.175000000000E+00
  2.50000000000000E+00  0.200000000000E+00
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *END