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_PIECEWISE_LINEAR_PLASTICITY<br />
$ Material 1 : material type # 24 (elastic-plastic with failure)<br />
1 2.500E-04 1.000E+07 .3300 .000E+00 .000E+00 .000E+00 .000E+00<br />
.000E+00 .000E+00 .0 .0<br />
.000E+00 5.000E-03 1.000E-02 5.000E-02 1.000E-01 2.000E-01 7.000E-01 4.000E+00<br />
4.785E+03 6.505E+03 7.423E+03 1.063E+04 1.254E+04 1.482E+04 2.010E+04 3.081E+04<br />
*HOURGLASS 1 4 .000E+00 0 .000E+00 .000E+00<br />
$-------------------------------------------------------------------------------<br />
*MAT_RIGID<br />
$ Material 2 : material type # 20 (rigid body)<br />
2 2.500E-04 1.000E+07 .3300 .0 .0 .0<br />
.0 .0 .0<br />
.000E+00 .000E+00 .000E+00 .000E+00 .000E+00 .000E+00<br />
*HOURGLASS 2 4 .000E+00 0 .000E+00 .000E+00<br />
$<br />
$============================= SECTION PROPERTIES ==============================<br />
$<br />
*SECTION_SOLID<br />
$ Section 1 : material type # 24 (elastic-plastic with failure)<br />
1 0<br />
$-------------------------------------------------------------------------------<br />
*SECTION_SHELL<br />
$ Section 2 : section properties<br />
2 0 .00000 .0 .0 .0 0<br />
1.000E-02 1.000E-02 1.000E-02 1.000E-02 .000E+00<br />
$<br />
$============================== PART DEFINITIONS ===============================<br />
$<br />
*PART<br />
material type # 24 (elastic-plastic with failure)<br />
1 1 1 0 1 0<br />
$-------------------------------------------------------------------------------<br />
*PART<br />
material type # 20 (rigid body)<br />
2 2 2 0 2 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 />
... 5755 .10646982E+01 .90907520E+00 .41185361E+00 0 0<br />
$<br />
$================================== ELEMENTS ===================================<br />
$<br />
*ELEMENT_SOLID<br />
$ ID PART NODE 1 NODE 2 NODE 3 NODE 4 NODE 5 NODE 6 NODE 7 NODE 8<br />
1 1 1 2 11 10 82 83 92 91<br />
... 4576 1 5309 5310 3645 3636 5381 5382 3726 3717<br />
*ELEMENT_SHELL_THICKNESS<br />
$ ID PART NODE 1 NODE 2 NODE 3 NODE 4<br />
1 2 5383 5394 5395 5384<br />
9.99999978E-03 9.99999978E-03 9.99999978E-03 9.99999978E-03 .00000000E+00<br />
... 340 2 5754 5624 5635 5755<br />
9.99999978E-03 9.99999978E-03 9.99999978E-03 9.99999978E-03 .00000000E+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 />
5647 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 />
*BOUNDARY_PRESCRIBED_MOTION_RIGID<br />
$ PART ID DOF TYPE CURVE ID FACTOR VECT ID<br />
2 1 0 2 1.000E+00 0 .000E+00<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 />
*BOUNDARY_PRESCRIBED_MOTION_RIGID<br />
$ PART ID DOF TYPE CURVE ID FACTOR VECT ID<br />
2 3 0 1 1.000E+00 0 .000E+00<br />
*BOUNDARY_PRESCRIBED_MOTION_RIGID<br />
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