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# Reduced Input

*Node and *Element Cards are removed.
```  *KEYWORD
*TITLE
Foam Material Model for a Single Element
\$
\$  LSTC Example
\$
\$
\$    This problem contains a single element with one degree of
\$    freedom on a single side.  The element compresses and expands
\$    following a prescribed velocity motion.
\$
\$    The material is a foam which follows a pressure volumetric
\$    strain relationship.  The foam block is compressed and
\$    expanded in a range of relative volume (V/Vo) from 1.0
\$    to 0.0091 to 1.441.
\$
\$
\$    The foam has a tensile fracture pressure cutoff of 0.5
\$
\$  Units: lbf-s2/in, in, s, lbf, psi, lbf-in
\$
\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$
\$
\$\$\$\$  Control Ouput
\$
\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$
\$
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$
*CONTROL_TERMINATION
\$   endtim    endcyc     dtmin    endneg    endmas
0.250
\$
*CONTROL_ENERGY
\$     hgen      rwen    slnten     rylen
2         2
\$
\$
*DATABASE_BINARY_D3PLOT
\$  dt/cycl      lcdt
0.005
\$
*DATABASE_BINARY_D3THDT
\$  dt/cycl      lcdt
0.001
\$
*DATABASE_GLSTAT
\$  dt/cycl      lcdt
0.005
\$
*DATABASE_ELOUT
\$  dt/cycl      lcdt
0.005
\$
*DATABASE_HISTORY_SOLID
1
\$
\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$
\$
\$\$\$\$  Boundary Motion Conditions
\$
\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$
\$
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$
*BOUNDARY_PRESCRIBED_MOTION_SET
\$      nid       dof       vad      lcid        sf       vid
1         3         0         1       1.0         0
\$
*DEFINE_CURVE
\$     lcid      sidr      scla      sclo      offa      offo
1
\$           abscissa            ordinate
0.000E+00          -9.000E+02
1.000E-01          -9.000E+02
1.010E-01           9.000E+02
2.500E-01           9.000E+02
\$
*SET_NODE_LIST
\$      sid
1
\$     nid1      nid2      nid3      nid4      nid5      nid6      nid7      nid8
5         6         7         8
\$
\$
\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$
\$
\$\$\$\$  Define Parts and Materials
\$
\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$
\$
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$
*PART
\$      pid       sid       mid     eosid      hgid    adpopt
foam block
1         1         1
\$
\$
*MAT_SOIL_AND_FOAM
\$      mid        ro         g      bulk        a0        a1        a2        pc
1 6.740E-11 5.760E+01 1.794E+01 1.200E-01 0.000E+00 0.000E+00-5.000E-01
\$        f         f
\$      vcr       dun
\$
\$ 1.000E+00 0.000E+00
\$
0.000E+00 0.000E+00
\$
\$     eps1      eps2      eps3      eps4      eps5      eps6      eps7      eps8
-2.500E-02-5.000E-02-1.050E-01-3.570E-01-6.930E-01-9.160E-01-1.200E+00-1.610E+00
\$
\$     eps9     eps10
0.000E+00 0.000E+00
\$
\$       p1        p2        p3        p4        p5        p6        p7        p8
3.450E-01 5.170E-01 6.890E-01 8.070E-01 1.110E+00 1.240E+00 1.300E+00 1.500E+00
\$
\$       p9       p10
0.000E+00 0.000E+00
\$
\$
*SECTION_SOLID
\$      sid    elform
1
\$
\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$
\$
\$\$\$\$  Define Nodes and Elements
\$
\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$
\$
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$
\$
*END```