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Reduced Input

*Node and *Element Cards are removed.
  *KEYWORD
  *TITLE
  Two plates connected with a Butt Weld
  $
  $  LSTC Example
  $
  $  Last Modified: October 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    endneg    endmas
        3.01
  $
  *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         6
  $
  $
  *DATABASE_BINARY_D3PLOT
  $       dt      lcdt
         0.2
  $
  *DATABASE_EXTENT_BINARY
  $    neiph     neips    maxint    strflg    sigflg    epsflg    rltflg    engflg
  
  $
  $   cmpflg    ieverp    beamip
                     1
  $
  *DATABASE_BINARY_D3THDT
  $       dt      lcdt
      999999
  $
  *DATABASE_GLSTAT
  $       dt
         0.1
  $
  *DATABASE_MATSUM
  $       dt
         0.1
  $      
  *DATABASE_NODOUT
  $       dt
         0.1
  $
  *DATABASE_HISTORY_NODE
  $      id1       id2       id3       id4
          22        23        35        36
  $
  *DATABASE_SECFORC
  $       dt
       0.010
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $$$$  Define Cross Sections
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
  $
  *DATABASE_CROSS_SECTION_PLANE
  $     psid       xct       yct       zct       xch       ych       zch
           0      15.0       0.0       0.0     100.0       0.0       0.0
  $     xhev      yhev      xhev      lenl      lenm
        15.0       1.0       0.0
  $
  $
  *DATABASE_CROSS_SECTION_PLANE
  $     psid       xct       yct       zct       xch       ych       zch
           0      65.0       0.0       0.0     100.0       0.0       0.0
  $     xhev      yhev      xhev      lenl      lenm
        65.0       1.0       0.0
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $$$$  Constrain the Plates Together with 4 Butt welds
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
  $
  $$$$$$  weld 1
  $
  *CONSTRAINED_GENERALIZED_WELD_BUTT
  $     nsid       cid
          21
  $
  $    tfail      epsf      sigy      beta         L         D        Lt
                   0.3     0.250       0.9      10.0       2.0       1.0
  $
  *SET_NODE_LIST
  $      sid
          21
  $     nid1      nid2
          21        33
  $
  $
  $$$$$$  weld 2
  $
  *CONSTRAINED_GENERALIZED_WELD_BUTT
  $     nsid       cid
          23
  $
  $    tfail      epsf      sigy      beta         L         D        Lt
                   0.3     0.250       0.9      10.0       2.0       1.0
  $
  *SET_NODE_LIST
  $      sid
          23
  $     nid1      nid2
          23        35
  $
  $
  $$$$$  weld 3
  $
  *CONSTRAINED_GENERALIZED_WELD_BUTT
  $     nsid       cid
          25
  $
  $    tfail      epsf      sigy      beta         L         D        Lt
                   0.3     0.250       0.9      10.0       2.0       1.0
  $
  *SET_NODE_LIST
  $      sid
          25
  $     nid1      nid2
          25        37
  $
  $
  $$$$$$  weld 4
  $
  *CONSTRAINED_GENERALIZED_WELD_BUTT
  $     nsid       cid
          27
  $
  $    tfail      epsf      sigy      beta         L         D        Lt
                   0.3     0.250       0.9      10.0       2.0       1.0
  $
  *SET_NODE_LIST
  $      sid
          27
  $     nid1      nid2
          27        39
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $$$$  Boundary Conditions
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
  $
  $$$  Fix left end nodes
  $
  *BOUNDARY_SPC_NODE
  $      nid       cid      dofx      dofy      dofz     dofrx     dofry     dofrz
          20         0         1         1         1         1         1         1
          22         0         1         1         1         1         1         1
          24         0         1         1         1         1         1         1
          26         0         1         1         1         1         1         1
  $
  $
  $$$  Prescribe motion to right end nodes
  $
  *BOUNDARY_PRESCRIBED_MOTION_SET
  $      nid       dof       vad      lcid        sf       vid
           1         1         0         1       1.0         0
  $
  *DEFINE_CURVE
  $
  $     lcid      sidr      scla      sclo      offa      offo
           1
  $
  $           abscissa            ordinate
                0.0000                 0.0
                5.0000              2.0000
               20.0000              2.0000
  $
  *SET_NODE_LIST
  $      sid
           1
  $     nid1      nid2      nid3      nid4      nid5      nid6      nid7      nid8
          34        36        38        40
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $$$$  Define Parts and Materials
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $ 
  $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
  $ 
  *PART
  $      pid       sid       mid     eosid      hgid      grav    adpopt
  plate1
           2         2         1
  plate2
           3         2         1
  $
  $
  $$$$   Materials
  $
  *MAT_PLASTIC_KINEMATIC
  $      mid        ro         e        pr      sigy      etan      beta
           1   2.70e-6      68.9     0.330     0.286   0.00689
  $
  $      src       srp        fs
                             0.1
  $
  $
  $$$$   Sections
  $
  *SECTION_SHELL
  $      sid    elform      shrf       nip     propt   qr/irid     icomp
           2         6
  $
  $       t1        t2        t3        t4      nloc
         2.0       2.0       2.0       2.0
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $$$$  Define Nodes and Elements
  $
  $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
  $
  $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
  $
  $
  *END