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# Reduced Input

*Node and *Element Cards are removed.
*KEYWORD
*TITLE
Test for Material 24 with Failure
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\$  LSTC Example
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\$  Units: lbf-s2/in, in, s, lbf, psi, lbf-in
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\$\$\$\$  Control Ouput
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\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
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*CONTROL_TERMINATION
\$   endtim    endcyc     dtmin    endneg    endmas
2.500E-04           5.000E-02
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*CONTROL_CONTACT
\$   slsfac    rwpnal    islchk    shlthk    penopt    thkchg     orien
0.01
\$   usrstr    usrfac     nsbcs    interm    xpenen

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*CONTROL_HOURGLASS
\$      ihq        qh
4
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*DATABASE_BINARY_D3PLOT
\$  dt/cycl      lcdt
1.250E-05
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\$\$\$\$  Initial Conditions
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\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
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\$\$\$\$  All nodes except nodes in node set 1 are given an initial velocity.
\$\$\$\$  Node set 1 contains the nodes of the wall.
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*INITIAL_VELOCITY
\$     nsid    nsidex     boxid
1
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\$       vx        vy        vz       vxr       vyr       vzr
-1.469E+04-1.469E+04 0.000E+00 0.000E+00 0.000E+00 0.000E+00
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\$      vxe       vye       vze      vxre      vyre      vzre

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*SET_NODE_LIST
\$      sid
1
\$     nid1      nid2      nid3      nid4      nid5      nid6      nid7      nid8
1282      1283      1284      1285
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\$\$\$\$  Contacts - Sliding Interfaces
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\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
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*CONTACT_SURFACE_TO_SURFACE
\$     ssid      msid     sstyp     mstyp    sboxid    mboxid       spr       mpr
1         3         2         3                             1         1
\$       fs        fd        dc        vc       vdc    penchk        bt        dt
0.3       0.3
\$      sfs       sfm       sst       mst      sfst      sfmt       fsf       vsf

\$
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*SET_PART_LIST
\$      sid
1
\$     pid1      pid2      pid3
1         2
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\$\$\$\$  Define Parts and Materials
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\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
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*PART
\$      pid       sid       mid     eosid      hgid    adpopt
plate
1         1         1
plate-tip
2         1         1
wall
3         1         1
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*MAT_PIECEWISE_LINEAR_PLASTICITY
\$      mid        ro         e        pr      sigy      etan      eppf      tdel
1 4.1408E-4  16.00e+6      0.35   155000.   192000.      0.32   0.03e-6
\$        c         p      lcss      lcsr

\$     eps1      eps2      eps3      eps4      eps5      eps6      eps7      eps8

\$      es1       es2       es3       es4       es5       es6       es7       es8

\$
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*SECTION_SHELL
\$      sid    elform      shrf       nip     propt   qr/irid     icomp
1         0                   5         3         0
\$       t1        t2        t3        t4      nloc
0.125     0.125     0.125     0.125
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\$\$\$\$  Define Nodes and Elements
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\$\$\$\$  Nodes 1282, 1283, 1284, 1285 are fixed - nodes of the wall.
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*END