Reduced Input

  *KEYWORD
  *TITLE
  Specimen Tension 3Elem through Thickness
  $ this example is used to demonstrate the effect of number of elements 
  $ through the thickness in tension, bending, and combined bending-tension
  $ units: mm, s, ton, N
  $ A. Tabiei, 3/3/98
  *CONTROL_TIMESTEP
      0.0000    0.9000  
  *CONTROL_TERMINATION
  0.0050E+00
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *DATABASE_BINARY_D3PLOT
  0.0010E+00
  *DATABASE_NODAL_FORCE_GROUP
           6                                
  *DATABASE_HISTORY_SOLID_SET
           3
  *DATABASE_ELOUT
  0.0001E+00
  *DATABASE_NODFOR
  0.0001E+00
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *MAT_Plastic_kinematic
          11 7.890E-09 2.100E+05 3.000E-01 4.400E+02 1.700E+03 1.000E+00 
  
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *SECTION_SOLID      
           1         1         1                    
  *PART            
  Specimen    
           2         1        11   
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *SET_NODE_LIST
  $ for prescribed displacement                             
           5 
         173       174       175       176       177       178       343       344
         347       349       351       353       529       530       533       535
         537       539       715       716       719       721       723       725
  *SET_NODE_LIST
  $ for constraint
           6 
          17        18        19        20        25        26       187       188
         191       193       195       197       373       374       377       379
         381       383       559       560       563       565       567       569
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  $ line of center nodes for load
  *SET_NODE_LIST                         
           2
         649       650       651       652       653       654
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  $ elements at center
  *SET_SOLID_LIST                          
           3 
         221       222       223       224       225       226
         227       228       229       230       371       372       373       374
         375       376       377       378       379       380       521       522
         523       524       525       526       527       528       529       530
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *DEFINE_CURVE
          10
  0.00000000000000E+00 0.0000000000000E+00
  0.00500000000000E+00 10.000000000000E+00
  *BOUNDARY_PRESCRIBED_MOTION_SET
           5         1         2        10 1.000E-00
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *BOUNDARY_SPC_NODE                                                              
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *NODE
  $
  *ELEMENT_SOLID
  $
  *END