Oasys LS-DYNA Environment 8.1 VOLUME 3 ... - Oasys Software

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Oasys LS-DYNA Environment: User Guide (Version 8.1) *CONSTRAINED_SHELL_TO_SOLID $ SHELL ID NODE SET 328 3 *SET_NODE_LIST 3 118 160 202 244 286 *CONSTRAINED_SHELL_TO_SOLID $ SHELL ID NODE SET 329 4 *SET_NODE_LIST 4 119 161 203 245 287 *CONSTRAINED_SHELL_TO_SOLID $ SHELL ID NODE SET 330 5 *SET_NODE_LIST 5 120 162 204 246 288 *CONSTRAINED_SHELL_TO_SOLID $ SHELL ID NODE SET 331 6 *SET_NODE_LIST 6 121 163 205 247 289 *CONSTRAINED_SHELL_TO_SOLID $ SHELL ID NODE SET 332 7 *SET_NODE_LIST 7 122 164 206 248 290 $ $================================= RIGID WALLS ================================= $ $ $============================== INITIAL CONDITIONS ============================= $ $ $================================== LOADING ==================================== $ *LOAD_SEGMENT $ CURVE ID FACTOR TIME NODE 1 NODE 2 NODE 3 NODE 4 1 1.000E+00 .000E+00 1 2 4 3 1 1.000E+00 .000E+00 2 5 7 4 1 1.000E+00 .000E+00 3 4 8 6 1 1.000E+00 .000E+00 4 7 9 8 $ $=============================== LOAD CURVES =================================== $ *DEFINE_CURVE $ CURVE ID X FACTOR Y FACTOR X OFFSET Y OFFSET 1 0 .000E+00 .000E+00 .000E+00 .000E+00 .00000000E+00 .53080000E+05 .19999999E-03 .53080000E+05 .20100000E-03 .00000000E+00 .10000000E+01 .00000000E+00 *END Page A.20
Oasys LS-DYNA Environment: User Guide (Version 8.1) Results: OASYS D3PLOT: EXAMPLE OF SHELL BRICK INTERFACES Displacement 0.10 0.05 -0.05 -0.10 -0.15 -0.20 0 Undeformed Geometry Y Z X .000050 0 5 10 15 20 25 30 35 40 E-5 Time Disp z - node 1 EXAMPLE OF SHELL BRICK INTERFACES Oasys T/HIS Version 7.0 4-Feb-97 Oasys T/HIS Version 7.0 4-Feb-97 Page A.21
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Oasys LS-DYNA Environment 8.1 VOLUME 3 ... - Oasys Software

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