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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 />

*DATABASE_HISTORY_SHELL<br />

1<br />

*DATABASE_EXTENT_BINARY<br />

0 0 5 0 0 0 0 0<br />

0 0 0<br />

$<br />

$============================ MATERIAL PROPERTIES ==============================<br />

$<br />

*MAT_PLASTIC_KINEMATIC<br />

$ Material 1 : CANTILEVER BEAM - ALUMINUM<br />

1 7.850E-04 1.000E+07 .3000 2.000E+04 1.000E+05 1.000E+00<br />

.000E+00 .000E+00 .000E+00<br />

$<br />

$============================= SECTION PROPERTIES ==============================<br />

$<br />

*SECTION_SHELL<br />

$ Section 1 : CANTILEVER BEAM - ALUMINUM<br />

1 0 .00000 5.0 .0 -1.0 0<br />

1.000E-02 1.000E-02 1.000E-02 1.000E-02 .000E+00<br />

*INTEGRATION_SHELL<br />

$ RULE ID POINTS SPACING<br />

1 5<br />

$ COORD WEIGHT PART ID<br />

-1.000E+00 1.000E-01<br />

-6.546E-01 5.444E-01<br />

0.000E+00 7.111E-01<br />

6.546E-01 5.444E-01<br />

1.000E+00 1.000E-01<br />

$<br />

$============================== PART DEFINITIONS ===============================<br />

$<br />

*PART<br />

CANTILEVER BEAM - ALUMINUM<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 />

93 .10000000E+01 .10000000E+00 .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 32 33 2<br />

...<br />

60 1 61 92 93 62<br />

*DAMPING_GLOBAL<br />

2 .000E+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 />

93 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 />

$<br />

$================================= CONSTRAINTS =================================<br />

$<br />

$<br />

$================================= RIGID WAL<strong>LS</strong> =================================<br />

$<br />

$<br />

$============================== INITIAL CONDITIONS =============================<br />

$<br />

$<br />

$================================== LOADING ====================================<br />

$<br />

$ NODE DOF CURVE ID FACTOR CID M1 M2 M3<br />

*LOAD_NODE_POINT<br />

31 3 1-1.000E+00 0 0 0 0<br />

62 3 1-1.000E+00 0 0 0 0<br />

93 3 1-1.000E+00 0 0 0 0<br />

$<br />

Page A.84

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