Reduced Input

  *KEYWORD
  *TITLE
  TENSION TEST SIMULATION, mat=24, displacement
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *CONTROL_TIMESTEP
      0.0000    0.9000
  *CONTROL_TERMINATION
      0.0100
  *DATABASE_EXTENT_BINARY
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  $        i         i         i         i         i         i         i         i
  $    neiph     neips    maxint    strflg    sigflg    epsflg    rltflg    engflg
                                    
  $        i         i         i
  $   cmpflg    ieverp    beamip
                     1
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *DATABASE_BINARY_D3PLOT
     0.0010
  *DATABASE_GLSTAT
     0.00001
  *DATABASE_NODFOR
     0.00001
  *DATABASE_ELOUT
     0.00001
  *DATABASE_SECFORC
     0.00001
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *DATABASE_NODAL_FORCE_GROUP
          2
  *SET_NODE_LIST
          2
  29,30,31,32,33,38,39
  *DATABASE_HISTORY_SHELL
  71,72,73,74,75,76,77,78
  79,80
  *SET_PART_LIST
  1
  1
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *DATABASE_CROSS_SECTION_PLANE
           1         5        10        10       200        10        10
           5       -10       -10        20        20
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *MAT_PIECEWISE_LINEAR_PLASTICITY
  $      MID        RO         E        PR       SIG      ETAN      FAIL
           1 7.890E-09 2.100E+05 3.000E-01 3.150E+02 0.000E+00     0.660
  $        C         P      LCSS
  $ note that if LCSS is defined the EPS vs ES is ignored
  $ if C and P are set to zero, no strain rate effect will be considered
        40.0         5         0
  $ (EPS) effective plastic strain vs efftive stress (ES)
         0.0     0.019      0.05     0.165      0.33     0.495     0.625       1.0
         315       315     427.8     500.8     504.3     506.5       400         0
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *SECTION_SHELL
           1         2 0.000E+00 3.000E+00 
   2.670E-00 2.670E-00 2.670E-00 2.670E-00
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *PART
  SHELL
           1         1         1
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *DEFINE_CURVE
           1
  0.00000000000000E+00 0.0000000000000E+00
  0.01000000000000E+00 50.000000000000E+00
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *BOUNDARY_SPC_NODE
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *BOUNDARY_PRESCRIBED_MOTION_NODE
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *NODE
  $
  *ELEMENT_SHELL
  $
  *END