x
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Reduced Input

*Node and *Element Cards are removed.
  *KEYWORD
  *TITLE
  STONEWALL SURFACE                                                       
  $
  $  LSTC Example
  $
  $  Last Modified: September 23, 1997
  $
  $  Units: ton, mm, s, N, MPa, N-mm
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $$$$  Control Ouput
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
  $
  *CONTROL_TERMINATION
  $   endtim    endcyc     dtmin    endneg    endmas
   2.000E-04
  $
  *CONTROL_ENERGY
  $     hgen      rwen    slnten     rylen
           2         2
  $
  $
  *DATABASE_BINARY_D3PLOT
  $       dt      lcdt
   1.000E-05
  $
  *DATABASE_BINARY_D3THDT
  $       dt      lcdt
   2.000E-03
  $
  *DATABASE_GLSTAT
  $       dt
     4.0e-06
  $
  *DATABASE_NODOUT
  $       dt
     4.0e-06
  $
  *DATABASE_HISTORY_NODE
  $        i         i         i         i         i         i         i         i
  $      id1       id2       id3       id4       id5       id6       id7       id8
          12        13       101
  $
  *DATABASE_RWFORC
  $       dt
     4.0e-06
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $$$$  Rigidwalls
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
  $
  $$$$  The nodes in set 1 (nodes of the moving shell) are prevented from
  $$$$  penetrating the rigidwall.
  $
  *RIGIDWALL_PLANAR                                                               
  $     nsid    nsidex     boxid
           1
  $
  $       xt        yt        zt        xh        yh        zh      fric
      20.000    20.000     0.000  20.00000  20.00000   100.000
  $
  $
  *SET_NODE_LIST
  $      sid
           1
  $     nid1      nid2      nid3      nid4      nid5      nid6      nid7      nid8
         101       102       103       104         
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $$$$  Initial Conditions
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
  $
  $$$$  Nodes of the moving shell are given an initial tran and rot velocity.
  $
  *INITIAL_VELOCITY_NODE
  $      nid        vx        vy        vz       vxe       vye       vze
         101 0.000E+00 0.000E+00-1.000E+05 0.000E+00 1.000E+05 0.000E+00
         102 0.000E+00 0.000E+00-1.000E+05 0.000E+00 1.000E+05 0.000E+00
         103 0.000E+00 0.000E+00-1.000E+05 0.000E+00 1.000E+05 0.000E+00
         104 0.000E+00 0.000E+00-1.000E+05 0.000E+00 1.000E+05 0.000E+00
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $$$$  Define Parts and Materials
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
  $
  *PART
  $      pid       sid       mid     eosid      hgid    adpopt
  wall
           1         1         1
  moving-shell
           2         2         2
  $
  $
  *MAT_ELASTIC
  $      mid        ro         e        pr        da        db         k
           1 1.000E-08 1.000E+05 3.000E-01
  $
  *MAT_ELASTIC
  $      mid        ro         e        pr        da        db         k
           2 1.000E-08 1.000E+05 3.000E-01
  $
  $
  *SECTION_SHELL
  $      sid    elform      shrf       nip     propt   qr/irid     icomp
           1         2   0.83333 2.000E+00 3.000E+00 0.000E+00
  $       t1        t2        t3        t4      nloc
   1.000E+00 1.000E+00 1.000E+00 1.000E+00 0.000E+00
  $
  *SECTION_SHELL
  $      sid    elform      shrf       nip     propt   qr/irid     icomp
           2         2   0.83333 2.000E+00 3.000E+00 0.000E+00
  $       t1        t2        t3        t4      nloc
   2.000E+00 2.000E+00 2.000E+00 2.000E+00 0.000E+00
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $$$$  Define Nodes and Elements
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
  $
  $
  *END