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*Node and *Element Cards are removed.
  *KEYWORD
  *TITLE
  Pendulum with 2 spheres colliding
  $
  $  LSTC Example
  $
  $  - uses *DEFORMABLE_TO_RIGID option to decrease execution time before impact
  $
  $  - one sphere is given an initial velocity (gravity alone just takes
  $      too long for the pendulum to swing)
  $
  $
  $  Last Modified: September 16, 1997
  $
  $  Units: mm, kg, ms, kN, GPa, kN-mm
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $$$$  Control Ouput
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
  $
  *CONTROL_TERMINATION 
  $   endtim    endcyc     dtmin    endeng    endmas
        11.0         0       0.0       0.0       0.0
  $
  *CONTROL_CONTACT
  $   slsfac    rwpnal    islchk    shlchk    penopt    thkchg     orien
                                         2   
  $   usrstr    usrfrc     nsbcs    interm     xpene
  
  $
  *CONTROL_ENERGY
  $     hgen      rwen    slnten     rylen
           2         2
  $
  *CONTROL_OUTPUT
  $    npopt    neecho    nrefup    iaccop     opifs    ipnint    ikedit
           1         3
  $
  *CONTROL_SHELL
  $   wrpang    itrist     irnxx    istupd    theory       bwc     miter
                                         1         2
  $
  $
  *DATABASE_BINARY_D3PLOT
  $       dt      lcdt
        1.00
  $
  *DATABASE_EXTENT_BINARY
  $    neiph     neips    maxint    strflg    sigflg    epsflg    rltflg    engflg
  
  $   cmpflg    ieverp    beamip
                     1
  $
  *DATABASE_BINARY_D3THDT
  $       dt      lcdt
      999999
  $
  $
  *DATABASE_GLSTAT
  $       dt
        0.10
  $
  *DATABASE_MATSUM
  $       dt
        0.10
  $      
  *DATABASE_NODOUT
  $       dt
        0.10
  $
  *DATABASE_HISTORY_NODE
  $      id1       id2       id3
         350       374       678       713
  $
  *DATABASE_RBDOUT
  $       dt
        0.10
  $
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $$$$  Define Contacts - Sliding Interfaces
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
  $
  *CONTACT_AUTOMATIC_SINGLE_SURFACE
  $     ssid      msid     sstyp     mstyp
           0
  $  Equating ssid to zero means that all segments are included
  $
  $       fs        fd
        0.08      0.08
  
  $
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $$$$  Gravity
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  *LOAD_BODY_Y
  $     lcid        sf    lciddr        xc        yc        zc
           1   0.00981
  $
  *DEFINE_CURVE
  $     lcid      sidr      scla      sclo      offa      offo
           1
  $           abscissa            ordinate
  $
                  0.00               1.000
              10000.00               1.000
  $
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $$$$  Boundary and Initial Conditions
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
  $
  $$$$  Constrain translation of end points of beams
  $ 
  *BOUNDARY_SPC_NODE
  $      nid       cid      dofx      dofy      dofz     dofrx     dofry     dofrz
       45004         0         1         1         1         0         0         0
       45005         0         1         1         1         0         0         0
       45010         0         1         1         1         0         0         0
       45011         0         1         1         1         0         0         0
  $
  $
  $$$$  The nodes within box 5 are given an initial velocity.
  $
  *INITIAL_VELOCITY
  $     nsid    nsidex     boxid
                               5
  $
  $       vx        vy        vz        wx        wy        wz
         0.0     -12.0       0.0
  $
  *DEFINE_BOX
  $    boxid       xmm       xmx       ymn       ymx       zmn       zmx
           5    -120.0     -80.0      80.0     120.0     -30.0      30.0
  $
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $$$$  Define Parts and Materials
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $ 
  $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
  $
  $$$$$   SPHERES
  $
  *PART
  $      pid       sid       mid     eosid      hgid    adpopt
  sphere1
           1         1         1
  sphere2
           2         2         1
  $
  $ 
  $$$$ Materials
  $
  $  Aluminum
  $
  *MAT_PLASTIC_KINEMATIC
  $      mid        ro         e        pr      sigy      etan      beta
           1   2.70e-6      68.9     0.330     0.286   0.00689
  $      src       srp        fs
  
  $ 
  $$$$ Sections
  $
  $
  *SECTION_SHELL
  $ 
  $      sid    elform      shrf       nip     propt   qr/irid     icomp
           1         2
  $       t1        t2        t3        t4      nloc
         1.0       1.0       1.0       1.0
  $
  *SECTION_SHELL
  $ 
  $      sid    elform      shrf       nip     propt   qr/irid     icomp
           2         2
  $       t1        t2        t3        t4      nloc
         1.0       1.0       1.0       1.0
  $
  $
  $$$$$   PENDULUM WIRES - ELASTIC BEAMS
  $
  *PART
  $      pid       sid       mid     eosid      hgid    adpopt
  Pendulum Wires - Elastic Beams
          45        45        45
  $
  $
  *MAT_ELASTIC
  $      mid        ro         e        pr        da        db         k
          45   7.86e-6     210.0      0.30
  $
  $
  *SECTION_BEAM
  $      sid    elform      shrf   qr/irid       cst
          45         3   1.00000       1.0
  $ res:   a       iss       itt       irr        sa
        10.0
  $
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $$$$  Deformable Switching
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
  $
  *DEFORMABLE_TO_RIGID
  $      pid       mrb
           1
  $
  *DEFORMABLE_TO_RIGID
  $      pid       mrb
           2
  $
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $$$$  Define Nodes
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
  $
  $ 
  *END