Reduced Input

  *KEYWORD
  *TITLE
  TENSION TEST SIMULATION, mat=19, displacement
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *CONTROL_TIMESTEP
      0.0000    0.9000
  *CONTROL_TERMINATION
      0.0100         0
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *DATABASE_BINARY_D3PLOT
      0.0010
  *DATABASE_GLSTAT
      0.0001
  *DATABASE_NODFOR
      0.0001
  *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_STRAIN_RATE_DEPENDENT_PLASTICITY
  $      MID        RO         E        PR
           1 7.890E-09 2.100E+05 3.000E-01
  $      LC1      ETAN       LC2       LC3       LC4
           2   1.7E+03         3         4         5
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  $load curve to define yield stress as function of effective strain
  *DEFINE_CURVE
           2
                   0.0               440.0
               1.0E+05               440.0
  $load curve to define E as function of of the effective strain rate
  *DEFINE_CURVE
           3
                   0.0             2.1E+05
               1.0E+05             2.1E+05
  $load curve to define Et as function of the effective strain rate
  *DEFINE_CURVE
           4
                   0.0             9.7E+02
               1.0E+05             9.7E+02
  $load curve define Von Mises stress at failure vs the effective strain rate
  *DEFINE_CURVE
           5
                   0.0             6.4E+02
               1.0E+05             6.4E+04
  $---+----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