x

Reduced Input

*Node and *Element Cards are removed.
```  *KEYWORD
*TITLE
Two plates connected with a Butt Weld
\$
\$  LSTC Example
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\$  Units: mm, kg, ms, kN, GPa, kN-mm
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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
3.01
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*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
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*DATABASE_BINARY_D3THDT
\$       dt      lcdt
999999
\$
*DATABASE_GLSTAT
\$       dt
0.1
\$
*DATABASE_MATSUM
\$       dt
0.1
\$
*DATABASE_NODOUT
\$       dt
0.1
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*DATABASE_HISTORY_NODE
\$      id1       id2       id3       id4
22        23        35        36
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*DATABASE_SECFORC
\$       dt
0.010
\$
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\$
\$\$\$\$  Define Cross Sections
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\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
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*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
\$
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\$
\$\$\$\$  Constrain the Plates Together with 4 Butt welds
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\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
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\$\$\$\$\$\$  weld 1
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*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
\$
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\$
\$\$\$\$  Boundary Conditions
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\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
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\$\$\$  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
\$
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\$
\$\$\$\$  Define Parts and Materials
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\$
\$...>....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
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\$       t1        t2        t3        t4      nloc
2.0       2.0       2.0       2.0
\$
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\$
\$\$\$\$  Define Nodes and Elements
\$
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\$
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$
\$
*END```