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 />
$============================ MATERIAL PROPERTIES ==============================<br />
$<br />
*MAT_POWER_LAW_PLASTICITY<br />
$ Material 1 : POWER LAW PLASTICITY - WORKPIECE<br />
1 7.830E-06 6.900E+01 .3000 5.980E-01 2.160E-01 .000E+00 .000E+00<br />
$-------------------------------------------------------------------------------<br />
*MAT_RIGID<br />
$ Material 2 : RIGID - PUNCH<br />
2 7.830E-06 6.900E+01 .3000 .0 .0 .0<br />
.0 .0 .0<br />
.000E+00 .000E+00 .000E+00 .000E+00 .000E+00 .000E+00<br />
$<br />
$============================= SECTION PROPERTIES ==============================<br />
$<br />
*SECTION_SHELL<br />
$ Section 1 : POWER LAW PLASTICITY - WORKPIECE<br />
1 2 .00000 5.0 .0 .0 0<br />
1.000E+00 1.000E+00 1.000E+00 1.000E+00 .000E+00<br />
$<br />
$============================== PART DEFINITIONS ===============================<br />
$<br />
*PART<br />
POWER LAW PLASTICITY - WORKPIECE<br />
1 1 1 0 0 0<br />
$-------------------------------------------------------------------------------<br />
*PART<br />
RIGID - PUNCH<br />
2 1 2 0 0 0<br />
$-------------------------------------------------------------------------------<br />
*PART<br />
RIGID - PUNCH<br />
3 1 2 0 0 0<br />
$-------------------------------------------------------------------------------<br />
*PART<br />
RIGID - PUNCH<br />
4 1 2 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 />
... 1599 .00000000E+00 -.50005352E+00 -.80800003E+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 8 9 2<br />
... 1452 4 1591 1598 1599 1592<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 0 1 1 1 1<br />
...<br />
1599 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 />
*BOUNDARY_PRESCRIBED_MOTION_RIGID<br />
$ PART ID DOF TYPE CURVE ID FACTOR VECT ID<br />
2 2 0 2-1.000E+00 0 .000E+00<br />
$<br />
$================================= CONSTRAINTS =================================<br />
$<br />
$<br />
$================================= RIGID WAL<strong>LS</strong> =================================<br />
$<br />
*RIGIDWALL_PLANAR<br />
1 0 0<br />
$ X-TAIL Y-TAIL Z-TAIL X-HEAD Y-HEAD Z-HEAD FRICTION<br />
.000E+00 .000E+00 .000E+00 .000E+00 1.000E+00 .000E+00 .000E+00<br />
*SET_NODE_LIST<br />
1<br />
900 901 902 903 904 905 906 907<br />
...<br />
1068 1069 1070 1071 1072 1073 1074<br />
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