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_SHELL<br />
1<br />
*DATABASE_EXTENT_BINARY<br />
0 0 5 0 0 0 0 0<br />
0 0 0<br />
$<br />
$============================ MATERIAL PROPERTIES ==============================<br />
$<br />
*MAT_PLASTIC_KINEMATIC<br />
$ Material 1 : CANTILEVER BEAM - ALUMINUM<br />
1 7.850E-04 1.000E+07 .3000 2.000E+04 1.000E+05 1.000E+00<br />
.000E+00 .000E+00 .000E+00<br />
$<br />
$============================= SECTION PROPERTIES ==============================<br />
$<br />
*SECTION_SHELL<br />
$ Section 1 : CANTILEVER BEAM - ALUMINUM<br />
1 0 .00000 5.0 .0 -1.0 0<br />
1.000E-02 1.000E-02 1.000E-02 1.000E-02 .000E+00<br />
*INTEGRATION_SHELL<br />
$ RULE ID POINTS SPACING<br />
1 5<br />
$ COORD WEIGHT PART ID<br />
-1.000E+00 1.000E-01<br />
-6.546E-01 5.444E-01<br />
0.000E+00 7.111E-01<br />
6.546E-01 5.444E-01<br />
1.000E+00 1.000E-01<br />
$<br />
$============================== PART DEFINITIONS ===============================<br />
$<br />
*PART<br />
CANTILEVER BEAM - ALUMINUM<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 .00000000E+00 .00000000E+00 .00000000E+00 0 0<br />
...<br />
93 .10000000E+01 .10000000E+00 .00000000E+00 0 0<br />
$<br />
$================================== ELEMENTS ===================================<br />
$<br />
*ELEMENT_SHELL<br />
$ ID PART NODE 1 NODE 2 NODE 3 NODE 4<br />
1 1 1 32 33 2<br />
...<br />
60 1 61 92 93 62<br />
*DAMPING_GLOBAL<br />
2 .000E+00<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 />
...<br />
93 1 0 1 0 1 0 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 />
31 3 1-1.000E+00 0 0 0 0<br />
62 3 1-1.000E+00 0 0 0 0<br />
93 3 1-1.000E+00 0 0 0 0<br />
$<br />
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