Reduced Input
*Node and *Element Cards are removed.
*KEYWORD *TITLE Mass with Angular Rotation - 2 Shell Elements $ $ LSTC Example $ $ Last Modified: September 18, 1997 $ $ Units: ton, mm, s, N, MPa, N-mm $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Control Ouput $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ *CONTROL_TERMINATION $ endtim endcyc dtmin endneg endmas 0.1 $ *CONTROL_HOURGLASS $ ihq qh 4 $ $ *DATABASE_BINARY_D3PLOT $ dt/cycl lcdt 10.00E-03 $ *DATABASE_BINARY_D3THDT $ dt/cycl lcdt 0.50E-03 $ *DATABASE_ELOUT $ dt 0.001 $ *DATABASE_HISTORY_SHELL $ id1 id2 id3 id4 id5 id6 id7 id8 1 2 $ *DATABASE_GLSTAT $ dt 0.001 $ *DATABASE_NODOUT $ dt 0.001 $ *DATABASE_HISTORY_NODE $ id1 id2 id3 id4 id5 id6 id7 id8 1 2 3 4 5 6 $ *DATABASE_SECFORC $ dt/cycl lcdt 0.001 $ *DATABASE_CROSS_SECTION_SET $ nsid hsid bsid ssid tsid dsid 1 1 $ *SET_NODE_LIST $ sid da1 da2 da3 da4 1 $ nid1 nid2 nid3 nid4 nid5 nid6 nid7 nid8 1 2 $ *SET_SHELL_LIST $ sid da1 da2 da3 da4 1 $ eid1 eid2 eid3 eid4 eid5 eid6 eid7 eid8 1 $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Initial Velocity $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ *INITIAL_VELOCITY_NODE $ nid vx vy vz vxe vye vze 1 0.0 0.0 0.0 0.00 62.83 0.00 2 0.0 0.0 0.0 0.00 62.83 0.00 3 0.0 0.0 -6283.0 0.00 62.83 0.00 4 0.0 0.0 -6283.0 0.00 62.83 0.00 5 0.0 0.0 -12566.0 0.00 62.83 0.00 6 0.0 0.0 -12566.0 0.00 62.83 0.00 $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Boundary Conditions $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ *BOUNDARY_PRESCRIBED_MOTION_NODE $ nid dof vad lcid sf vid 1 6 0 1 1.0 2 6 0 1 1.0 $ *DEFINE_CURVE $ lcid sidr scla sclo offa offo 1 $ abscissa ordinate 0.000 62.83 1.000 62.83 $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Loading $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ *LOAD_BODY_GENERALIZED $ n1 n2 lcid drlcid xc yc zc 1 6 0 2 0.0 0.0 0.0 $ ax ay az omx omy omz 0.0 0.0 0.0 0.0 1.0 0.0 $ *DEFINE_CURVE $ lcid sidr scla sclo offa offo 2 1 $ abscissa ordinate 0.000 62.83 1.000 62.83 $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Define Parts and Materials $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ *PART $ pid sid mid eosid hgid adpopt shells 1 1 1 $ $ *MAT_ELASTIC $ mid ro e pr da db k 1 1.00e-08 210000. 0.300 $ $ *SECTION_SHELL $ sid elform shrf nip propt qr/irid icomp 1 3 $ t1 t2 t3 t4 nloc 10.0 10.0 10.0 10.0 $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Define Nodes and Elements $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $ *END