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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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