Reduced Input
*Node and *Element Cards are removed.
*KEYWORD
*CONTROL_STRUCTURED
*TITLE
Taylor test problem
*CONTROL_TERMINATION
0.2000000 0 0.0000000 0 0.0000000
*CONTROL_TIMESTEP
0.0000000 0.0000000 0 0.0000000 0.0000000 0 0 0
*CONTROL_SHELL
0.0000000 0 0 0 9 0 0
*CONTROL_DAMPING
0 0.0000000 0.0000000 0.0000000 0.0000000 0 0.0000000 0
*CONTROL_CONTACT
0.0000000 0.0000000 0 0 0 0 0
0 0 0 0 0.0000000 0 0 0
*CONTROL_OUTPUT
0 0 0 0 0.0000000 0 0
*CONTROL_ENERGY
1 2 1 1
*CONTROL_SPH carte de control
0
*DATABASE_GLSTAT
4.00000-4
*DATABASE_MATSUM
4.00000-4
*DATABASE_BINARY_D3PLOT
2.00000-3 0
*DATABASE_EXTENT_BINARY
0 0 0 0 0 0 0 0
0 0 0 0 0 0
*CONTROL_CPU
0.0000000
*MAT_PIECEWISE_LINEAR_PLASTICITY
1 8.90000-3 1.00000+5 0.3300000 180.00000 0.0000000 0.0000000 0.0000000
0.0000000 0.0000000 0 0
0.0000000 0.4982001 0.9982001 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
180.00000 250.00000 280.00000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
*MAT_ELASTIC_PLASTIC_HYDRO
2 8.90000-3 37593.000 180.00000 0.0000000 0.0000000 0.0000000
0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
*EOS_GRUNEISEN
2 3958.0000 1.4970001 0.0000000 0.0000000 2.0000000 0.0000000 0.0000000
0.0000000
*SECTION_SOLID
1 0
*SECTION_SPH
2 1.2000000
*PART
material type # 24 (elastic-plastic with failure)
1 1 1 0 0 0 0 0
*PART
material type #10 (elastic-plastic-hydrodynamic)
2 2 2 2 0 0 0 0
*NODE
$
*ELEMENT_SOLID
1 1 1 2 4 3 5 6 8 7
*RIGIDWALL_PLANAR
0 0 1
0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 1.0000000 0.0000000
*DEFINE_BOX
1-4.0000000 4.0000000-4.0000000 4.0000000 0.0000000 21.000000
*INITIAL_VELOCITY
1 0 1
0.0000000 0.0000000 -100.0000 0.0000000 0.0000000 0.0000000 0.0000000
*SET_NODE_LIST_GENERATE
1
9 2008
*ELEMENT_SPH
$
*END
