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Reduced Input

*Node and *Element Cards are removed.
  *KEYWORD
  *TITLE
  TENSION TEST SIMULATION, displacement
  $ test coupon, 200 mm long, 20 mm width, 2.67 mm thickness, 50.8 mm gauge length
  $ 50 mm displacement BC is applied on one end
  $ units; mm, s, ton, N
  $ A. Tabiei, 3-3-98
  $---+----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
      0.0001
  *DATABASE_NODFOR
      0.0001
  *DATABASE_NODAL_FORCE_GROUP
          2
  *DATABASE_ELOUT
      0.0001
  *DATABASE_SECFORC
  1.0e-4
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *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_COMPOSITE_DAMAGE
  $                               (E-GLASS/EPOXY)
  $      MID        RO        EA        EB        EC      PRBA      PRCA      PRCB
           1 2.20000-9 38600.000 8270.0000 8270.0000 0.0557000 0.0557000 0.4900000
  $      GAB       GBC       GCA     KFAIL      AOPT      MACF
   4140.0000 2100.0000 4140.0000 00.000000 2.0000000 0.0000000
  $                                    A1         A2       A3
                                1.0000000 0.0000000 0.0000000
  $                                    D1        D2        D3
                                0.0000000 1.0000000 0.0000000
  $       SC        XT        YT        YC      ALPH
   72.000000 1062.0000 31.000000 118.00000 0.0000000
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *SECTION_SHELL
  $    SECID   ELMFORM      SHRF       NIP                         ICOMP
           1         2 0.833E+00 8.000E+00                             1
   2.670E-00 2.670E-00 2.670E-00 2.670E-00
         0.0      90.0       0.0      90.0      90.0       0.0      90.0       0.0
  $---+----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 2.0000000000000E+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