Oasys LS-DYNA Environment 8.1 VOLUME 3 ... - Oasys Software
Oasys LS-DYNA Environment 8.1 VOLUME 3 ... - Oasys Software
Oasys LS-DYNA Environment 8.1 VOLUME 3 ... - Oasys Software
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<strong>Oasys</strong> <strong>LS</strong>-<strong>DYNA</strong> <strong>Environment</strong>: User Guide (Version <strong>8.1</strong>)<br />
*DATABASE_HISTORY_NODE<br />
37<br />
*DATABASE_EXTENT_BINARY<br />
0 0 4 0 0 0 0 0<br />
0 0 0<br />
$<br />
$============================ MATERIAL PROPERTIES ==============================<br />
$<br />
*MAT_ELASTIC<br />
$ Material 1 : TWISTED BEAM - STEEL<br />
1 2.000E-04 2.900E+07 .3300 .000E+00 .000E+00<br />
$<br />
$============================= SECTION PROPERTIES ==============================<br />
$<br />
*SECTION_SHELL<br />
$ Section 1 : TWISTED BEAM - STEEL<br />
1 0 .00000 4.0 .0 .0 0<br />
3.200E-01 3.200E-01 3.200E-01 3.200E-01 .000E+00<br />
$<br />
$============================== PART DEFINITIONS ===============================<br />
$<br />
*PART<br />
TWISTED BEAM - STEEL<br />
1 1 1 0 0 0<br />
$<br />
$=================================== NODES =====================================<br />
$<br />
*NODE<br />
$ ID X COORDINATE Y COORDINATE Z COORDINATE TRANS ROT<br />
1 -.55000001E+00 .00000000E+00 .00000000E+00 0 0<br />
...<br />
39 .00000000E+00 .55000001E+00 .12000000E+02 0 0<br />
$<br />
$================================== ELEMENTS ===================================<br />
$<br />
*ELEMENT_SHELL<br />
$ ID PART NODE 1 NODE 2 NODE 3 NODE 4<br />
1 1 1 4 5 2<br />
...<br />
24 1 35 38 39 36<br />
$<br />
$============================ BOUNDARY CONDITIONS ==============================<br />
$<br />
*BOUNDARY_SPC_NODE<br />
$ NODE COORD-SYS X-TRANS Y-TRANS Z-TRANS X-ROT Y-ROT Z-ROT<br />
1 1 1 1 1 1 1 1<br />
2 1 1 1 1 1 1 1<br />
3 1 1 1 1 1 1 1<br />
*DEFINE_COORDINATE_SYSTEM<br />
1 .0 .0 .0 1.0 .0 .0<br />
.0 1.0 .0<br />
$<br />
$================================= CONSTRAINTS =================================<br />
$<br />
$<br />
$================================= RIGID WAL<strong>LS</strong> =================================<br />
$<br />
$<br />
$============================== INITIAL CONDITIONS =============================<br />
$<br />
$<br />
$================================== LOADING ====================================<br />
$<br />
$ NODE DOF CURVE ID FACTOR CID M1 M2 M3<br />
*LOAD_NODE_POINT<br />
37 2 1 1.667E-01 0 0 0 0<br />
38 2 1 1.667E-01 0 0 0 0<br />
39 2 1 1.667E-01 0 0 0 0<br />
37 2 1 1.667E-01 0 0 0 0<br />
38 2 1 1.667E-01 0 0 0 0<br />
39 2 1 1.667E-01 0 0 0 0<br />
$<br />
$=============================== LOAD CURVES ===================================<br />
$<br />
*DEFINE_CURVE<br />
$ CURVE ID X FACTOR Y FACTOR X OFFSET Y OFFSET<br />
1 0 .000E+00 .000E+00 .000E+00 .000E+00<br />
.00000000E+00 .10000000E+01<br />
.10000000E+04 .10000000E+01<br />
*END<br />
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