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

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Oasys LS-DYNA Environment: User Guide (Version 8.1) $ *MAT_RIGID $ Material 1 : FIXED RIGID BODY 1 7.850E-04 3.000E+07 .3000 .0 .0 .0 1.0 7.0 7.0 .000E+00 .000E+00 .000E+00 .000E+00 .000E+00 .000E+00 $------------------------------------------------------------------------------- *MAT_RIGID $ Material 2 : SLIDING RIGID BODY 2 7.850E-04 3.000E+07 .3000 .0 .0 .0 .0 .0 .0 .000E+00 .000E+00 .000E+00 .000E+00 .000E+00 .000E+00 $------------------------------------------------------------------------------- *MAT_ELASTIC $ Material 3 : ELASTIC BODY FOR TIME STEP CONTROL 3 7.850E-04 3.000E+07 .3000 .000E+00 .000E+00 $ $============================= SECTION PROPERTIES ============================== $ *SECTION_SOLID $ Section 1 : FIXED RIGID BODY 1 0 $------------------------------------------------------------------------------- *SECTION_SOLID $ Section 2 : SLIDING RIGID BODY 2 0 $------------------------------------------------------------------------------- *SECTION_SOLID $ Section 3 : ELASTIC BODY FOR TIME STEP CONTROL 3 0 $ $============================== PART DEFINITIONS =============================== $ *PART FIXED RIGID BODY 1 1 1 0 0 0 $------------------------------------------------------------------------------- *PART SLIDING RIGID BODY 2 2 2 0 0 0 $------------------------------------------------------------------------------- *PART ELASTIC BODY FOR TIME STEP CONTROL 3 3 3 0 0 0 $ $=================================== NODES ===================================== $ *NODE $ ID X COORDINATE Y COORDINATE Z COORDINATE TRANS ROT 1 .00000000E+00 .00000000E+00 .00000000E+00 0 0 ... 129 .10000000E+02 .40000000E+01 .10000000E+01 0 0 $ $================================== ELEMENTS =================================== $ *ELEMENT_SOLID $ ID PART NODE 1 NODE 2 NODE 3 NODE 4 NODE 5 NODE 6 NODE 7 NODE 8 1 1 1 2 12 11 31 32 42 41 ... 45 3 118 119 121 120 122 123 125 124 $ $============================ BOUNDARY CONDITIONS ============================== $ $ $================================= CONSTRAINTS ================================= $ *CONSTRAINED_EXTRA_NODES_SET $ PART ID NODE SET 1 1 *SET_NODE_LIST 1 126 127 *CONSTRAINED_EXTRA_NODES_SET $ PART ID NODE SET 2 2 *SET_NODE_LIST 2 128 129 *CONSTRAINED_JOINT_PLANAR $ NODE 1 NODE 2 NODE 3 NODE 4 NODE 5 NODE 6 STIFFNESS 128 126 129 127 0 0 .000E+00 Page A.14
Oasys LS-DYNA Environment: User Guide (Version 8.1) $ $================================= RIGID WALLS ================================= $ $ $============================== INITIAL CONDITIONS ============================= $ *INITIAL_VELOCITY_NODE 1 .000E+00 .000E+00 .000E+00 .000E+00 .000E+00 .000E+00 ... 90 .000E+00 .000E+00 .000E+00 .000E+00 .000E+00 .000E+00 91 4.000E+02 .000E+00 .000E+00 .000E+00 .000E+00 .000E+00 ... 117 4.000E+02 .000E+00 .000E+00 .000E+00 .000E+00 .000E+00 118 .000E+00 .000E+00 .000E+00 .000E+00 .000E+00 .000E+00 ... 127 .000E+00 .000E+00 .000E+00 .000E+00 .000E+00 .000E+00 128 4.000E+02 .000E+00 .000E+00 .000E+00 .000E+00 .000E+00 129 4.000E+02 .000E+00 .000E+00 .000E+00 .000E+00 .000E+00 $ $================================== LOADING ==================================== $ $ NODE DOF CURVE ID FACTOR CID M1 M2 M3 *LOAD_NODE_POINT 91 3 2-1.000E+00 0 0 0 0 92 3 2-1.000E+00 0 0 0 0 93 3 2-1.000E+00 0 0 0 0 *LOAD_SEGMENT $ CURVE ID FACTOR TIME NODE 1 NODE 2 NODE 3 NODE 4 1 1.000E+00 .000E+00 97 106 107 98 1 1.000E+00 .000E+00 106 115 116 107 1 1.000E+00 .000E+00 98 107 108 99 1 1.000E+00 .000E+00 107 116 117 108 $ $=============================== 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 .00000000E+00 .99999998E-02 .10000000E+03 .20000000E-01 .10000000E+03 *DEFINE_CURVE $ CURVE ID X FACTOR Y FACTOR X OFFSET Y OFFSET 2 0 .000E+00 .000E+00 .000E+00 .000E+00 .00000000E+00 .00000000E+00 .20000000E-01 .40000000E+02 *END Page A.15
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Oasys LS-DYNA Environment 8.1 VOLUME 3 ... - Oasys Software

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