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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_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 />

Page A.132

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