Reduced Input

  *KEYWORD
  *TITLE
  Sliding Block
  $
  $  LSTC Example
  $
  $  Last Modified: September 18, 1997
  $
  $  Units: lbf-s2/in, in, s, lbf, psi, lbf-in
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $$$$  Control Ouput
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
  $
  *CONTROL_TERMINATION
  $   endtim    endcyc     dtmin    endneg    endmas
   1.000E-02
  $
  *DATABASE_BINARY_D3PLOT
  $       dt      lcdt
   5.000E-04
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $$$$  Define Parts and Materials
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
  $
  *PART
  $      pid       sid       mid     eosid      hgid    adpopt
  block
           1         1         1
  plate
           2         2         2
  $
  $
  *MAT_RIGID
  $      mid        ro         e        pr         n    couple         m     alias
           1  7.85e-04 30.00e+06     0.300
  $  
  $      cmo      con1      con2
        -1.0       1.0    100111
  $
  $   lco/a1        a2        a3        v1        v2       v3
         1.0
  $
  *DEFINE_COORDINATE_VECTOR
  $      cid        xt        yt        zt        xh        yh        zh
           1 1.000E+00 0.000E+00 1.000E+00 0.000E+00 0.000E+00 1.000E+00
  $
  *MAT_ELASTIC
  $      mid        ro         e        pr        da        db         k
           2  7.85e-04 30.00e+06     0.300
  $
  $
  *SECTION_SOLID
  $      sid    elform
           1         0
  $
  *SECTION_SHELL
  $      sid    elform      shrf       nip     propt   qr/irid     icomp
           2
  $       t1        t2        t3        t4      nloc
         1.0       1.0       1.0       1.0
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $$$$  Loading
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
  $
  *LOAD_SEGMENT
  $     lcid        sf        at        n1        n2        n3        n4
           1 1.000E+00 0.000E+00        53        49        50        54
           1 1.000E+00 0.000E+00        57        53        54        58
           1 1.000E+00 0.000E+00        61        57        58        62
           1 1.000E+00 0.000E+00        54        50        51        55
           1 1.000E+00 0.000E+00        58        54        55        59
           1 1.000E+00 0.000E+00        62        58        59        63
           1 1.000E+00 0.000E+00        55        51        52        56
           1 1.000E+00 0.000E+00        59        55        56        60
           1 1.000E+00 0.000E+00        63        59        60        64
  $
  *DEFINE_CURVE
  $     lcid      sidr      scla      sclo      offa      offo
           1
  $           abscissa            ordinate
             0.000E+00           1.000E+02
             1.000E-02           1.000E+02
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $$$$  Define Nodes and Elements
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
  $
  $
  *END