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 />
*MAT_ELASTIC<br />
$ Material 1 : IMPACTED MATERIAL<br />
1 2.000E-08 1.000E+05 .3000 .000E+00 .000E+00<br />
$<br />
$============================= SECTION PROPERTIES ==============================<br />
$<br />
*SECTION_SHELL<br />
$ Section 1 : IMPACTED MATERIAL<br />
1 6 .83330 2.0 3.0 .0 0<br />
2.000E+00 2.000E+00 2.000E+00 2.000E+00 .000E+00<br />
$<br />
$============================== PART DEFINITIONS ===============================<br />
$<br />
*PART<br />
IMPACTED 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 />
81 .40000000E+02 .40000000E+02 .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 2 11 10<br />
...<br />
64 1 71 72 81 80<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 0 0 1 0 0 0<br />
...<br />
81 1 0 0 1 0 0 0<br />
*DEFINE_COORDINATE_SYSTEM<br />
1 .0 .0 .0 1.0 .0 .0<br />
.0 1.0 .0<br />
*BOUNDARY_PRESCRIBED_MOTION_NODE<br />
$ NODE ID DOF TYPE CURVE ID FACTOR VECT ID<br />
41 3 2 1 1.000E+00 0 .000E+00<br />
$<br />
$================================= CONSTRAINTS =================================<br />
$<br />
*CONSTRAINED_LINEAR<br />
$ NUM 2<br />
$ NODE ID DOF X DOF Y DOF Z DOF RX DOF RY DOF RZ COEFF<br />
40 1 1.00<br />
42 1 -1.00<br />
$<br />
$================================= RIGID WAL<strong>LS</strong> =================================<br />
$<br />
$<br />
$============================== INITIAL CONDITIONS =============================<br />
$<br />
$<br />
$================================== LOADING ====================================<br />
$<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 .00000000E+00<br />
.50000002E-03 -.15000000E+02<br />
*END<br />
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