Reduced Input
*Node and *Element Cards are removed.
*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