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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 />

List of <strong>LS</strong>-<strong>DYNA</strong> input deck:<br />

*KEYWORD<br />

*TITLE<br />

TEST FOR MATERIAL 24 WITH FAILURE<br />

$<br />

$================================ CONTROL CARDS ================================<br />

$<br />

*CONTROL_TERMINATION<br />

$ [1] Termination time [2] Termination Cycle [3] Minimum timestep scale factor<br />

$ [4] % Energy change for termination [5] % Mass change for termination<br />

$ 1 ][ 2 ][ 3 ][ 4 ][ 5 ]<br />

2.500E-04 0 5.000E-02 .000E+00 .000E+00<br />

*CONTROL_SHELL<br />

$ [1] Shell warpage angle [2] Automatic sorting of triangles [3] Hughes-Liu<br />

$ update option [4] Shell thickness change option [5] Shell theory [6] Warping<br />

$ stiffness [7] Plane stress plasticity option<br />

$ 1 ][ 2 ][ 3 ][ 4 ][ 5 ][ 6 ][ 7 ]<br />

.000E+00 0 0 0 0 0 0<br />

*CONTROL_CONTACT<br />

$ [1] Interface penalty scale factor [2] Rigid wall penalty scale factor<br />

$ [3] Initial penetration check [4] Shell thickness in type 3,5,10 contacts [5]<br />

$ Penalty stiffness option [6] Consider shell thickness change (single surface<br />

$ contact) [7] Automatic reorientation of interface segments<br />

$ 1 ][ 2 ][ 3 ][ 4 ][ 5 ][ 6 ][ 7 ]<br />

1.000E-02 .000E+00 0 0 1 0 0<br />

$ [1] Storage per contact surface [2] Storage per user defined friction<br />

$ [3] Timesteps between bucket searches [4] Intermittent searching [5] Search<br />

$ multiplier [6] Shell thickness logic [7] Timstep override for eroding contacts<br />

$ 1 ][ 2 ][ 3 ][ 4 ][ 5 ][ 6 ][ 7 ]<br />

0 0 0 0 .000E+00<br />

*CONTROL_ENERGY<br />

$ [1] Compute hourglass energy [2] Compute stonewall energy dissipation<br />

$ [3] Compute sliding interface energy [4] Compute Rayleigh energy dissipation<br />

$ 1 ][ 2 ][ 3 ][ 4 ]<br />

0 0 0 0<br />

*CONTROL_DAMPING<br />

$ [1] No cycles between convergence checks [2] DR convergence tolerance [3] DR<br />

$ damping factor [4] DR Optional termination time [5] Scale factor for DR time<br />

$ step [6] Automatic control for DR option [7] Convergence tolerance for<br />

$ automatic DR [8] DR flag for stress initialization<br />

$ 1 ][ 2 ][ 3 ][ 4 ][ 5 ][ 6 ][ 7 ][ 8 ]<br />

0 .000E+00 .000E+00 .000E+00 .000E+00 0 .000E+00 0<br />

*CONTROL_OUTPUT<br />

$ [1] Print suppression during input phase [2] Print suppression for echo file<br />

$ [3] Update beam reference nodes [4] Average accelerations from velocities<br />

$ [5] Output interval for interface file [6] Print all element initial timestep<br />

$ [7] Number of cycles between output to otf file<br />

$ 1 ][ 2 ][ 3 ][ 4 ][ 5 ][ 6 ][ 7 ]<br />

0 0 0 0 .000E+00 0 0<br />

*CONTROL_TIMESTEP<br />

$ [1] Initial timestep size [2] Scale factor for computed timestep [3] Basis of<br />

$ timestep size calculation [4] Minimum timestep for shell elements [5] Timestep<br />

$ size for mass scaled solution [6] Load curve number that limits time step<br />

$ [7] Erode solids and shells when minimum timestep reached<br />

$ 1 ][ 2 ][ 3 ][ 4 ][ 5 ][ 6 ][ 7 ]<br />

.000E+00 .000E+00 0 .000E+00 .000E+00 0 0 0<br />

*CONTROL_HOURGLASS<br />

4 .000E+00<br />

$<br />

$================================ DATABASE CARDS ===============================<br />

$<br />

*DATABASE_BINARY_D3PLOT<br />

1.250E-05 0 1<br />

*DATABASE_BINARY_XTFILE<br />

*DATABASE_BINARY_D3THDT<br />

1.000E-06 0<br />

*DATABASE_BINARY_D3DUMP<br />

0<br />

*DATABASE_BINARY_RUNRSF<br />

0<br />

*DATABASE_BINARY_INTFOR<br />

1.250E-05 0<br />

*DATABASE_EXTENT_BINARY<br />

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

0 0 0<br />

$<br />

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

$<br />

Page A.92

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