# Reduced Input

*Node and *Element Cards are removed.

*KEYWORD *TITLE STONEWALL SURFACE $ $ LSTC Example $ $ Last Modified: September 23, 1997 $ $ Units: ton, mm, s, N, MPa, N-mm $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Control Ouput $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ *CONTROL_TERMINATION $ endtim endcyc dtmin endneg endmas 2.000E-04 $ *CONTROL_ENERGY $ hgen rwen slnten rylen 2 2 $ $ *DATABASE_BINARY_D3PLOT $ dt lcdt 1.000E-05 $ *DATABASE_BINARY_D3THDT $ dt lcdt 2.000E-03 $ *DATABASE_GLSTAT $ dt 4.0e-06 $ *DATABASE_NODOUT $ dt 4.0e-06 $ *DATABASE_HISTORY_NODE $ i i i i i i i i $ id1 id2 id3 id4 id5 id6 id7 id8 12 13 101 $ *DATABASE_RWFORC $ dt 4.0e-06 $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Rigidwalls $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ $$$$ The nodes in set 1 (nodes of the moving shell) are prevented from $$$$ penetrating the rigidwall. $ *RIGIDWALL_PLANAR $ nsid nsidex boxid 1 $ $ xt yt zt xh yh zh fric 20.000 20.000 0.000 20.00000 20.00000 100.000 $ $ *SET_NODE_LIST $ sid 1 $ nid1 nid2 nid3 nid4 nid5 nid6 nid7 nid8 101 102 103 104 $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Initial Conditions $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ $$$$ Nodes of the moving shell are given an initial tran and rot velocity. $ *INITIAL_VELOCITY_NODE $ nid vx vy vz vxe vye vze 101 0.000E+00 0.000E+00-1.000E+05 0.000E+00 1.000E+05 0.000E+00 102 0.000E+00 0.000E+00-1.000E+05 0.000E+00 1.000E+05 0.000E+00 103 0.000E+00 0.000E+00-1.000E+05 0.000E+00 1.000E+05 0.000E+00 104 0.000E+00 0.000E+00-1.000E+05 0.000E+00 1.000E+05 0.000E+00 $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Define Parts and Materials $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ *PART $ pid sid mid eosid hgid adpopt wall 1 1 1 moving-shell 2 2 2 $ $ *MAT_ELASTIC $ mid ro e pr da db k 1 1.000E-08 1.000E+05 3.000E-01 $ *MAT_ELASTIC $ mid ro e pr da db k 2 1.000E-08 1.000E+05 3.000E-01 $ $ *SECTION_SHELL $ sid elform shrf nip propt qr/irid icomp 1 2 0.83333 2.000E+00 3.000E+00 0.000E+00 $ t1 t2 t3 t4 nloc 1.000E+00 1.000E+00 1.000E+00 1.000E+00 0.000E+00 $ *SECTION_SHELL $ sid elform shrf nip propt qr/irid icomp 2 2 0.83333 2.000E+00 3.000E+00 0.000E+00 $ t1 t2 t3 t4 nloc 2.000E+00 2.000E+00 2.000E+00 2.000E+00 0.000E+00 $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Define Nodes and Elements $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ $ *END