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