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
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
<strong>Oasys</strong> <strong>LS</strong>-<strong>DYNA</strong> <strong>Environment</strong>: User Guide (Version <strong>8.1</strong>)<br />
*DATABASE_BINARY_D3THDT<br />
5.000E-03 0<br />
*DATABASE_BINARY_D3DUMP<br />
0<br />
*DATABASE_BINARY_RUNRSF<br />
0<br />
*DATABASE_BINARY_INTFOR<br />
5.000E-02 0<br />
*DATABASE_HISTORY_NODE<br />
21<br />
*DATABASE_HISTORY_SHELL<br />
1<br />
*DATABASE_EXTENT_BINARY<br />
0 0 0 1 0 0 0 0<br />
0 0 0<br />
$ CROSS SECTION 1<br />
*DATABASE_CROSS_SECTION_SET<br />
1 0 0 1 0 0<br />
*SET_NODE_LIST<br />
1<br />
1 2<br />
*SET_SHELL_LIST<br />
1<br />
1<br />
$<br />
$============================ MATERIAL PROPERTIES ==============================<br />
$<br />
*MAT_ELASTIC<br />
$ Material 1 : BEAM - ELASTIC MATERIAL<br />
1 1.000E-08 2.100E+05 .3000 .000E+00 .000E+00<br />
$<br />
$============================= SECTION PROPERTIES ==============================<br />
$<br />
*SECTION_SHELL<br />
$ Section 1 : BEAM - ELASTIC MATERIAL<br />
1 2 1.00000 2.0 1.0 .0 0<br />
1.000E+01 1.000E+01 1.000E+01 1.000E+01 .000E+00<br />
$<br />
$============================== PART DEFINITIONS ===============================<br />
$<br />
*PART<br />
BEAM - ELASTIC MATERIAL<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 />
22 .10000000E+04 .10000000E+03 .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 3 4 2<br />
...<br />
10 1 19 21 22 20<br />
*DAMPING_GLOBAL<br />
0 5.000E+01<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 />
*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 />
Page A.59