Fergyanto E. Gunawan's Personal Notes

One Element Model

Posted in LS-DYNA by FEG on August 14, 2009


$
$ One Axisymetric Element in Tension
$
$
$
$
$
*keyword
$
$
$-----------------------------------------------------------------------
*part
$-----------------------------------------------------------------------
$ pid sid mid eosid hgid adpopt
part name :
1 1 1
$
$
$-----------------------------------------------------------------------
*section_shell
$-----------------------------------------------------------------------
$ sid elform shrf nip propt qr/irid icomp
1 14 1 1
$ t1 t2 t3 t4 nloc

$
$
$-----------------------------------------------------------------------
*mat_elastic
$-----------------------------------------------------------------------
$ mid ro e pr sigy etan beta
1 7.8E-06 210.0 0.3
$
$
$-----------------------------------------------------------------------
*node
$-----------------------------------------------------------------------
$ node x y z tc rc
1 0.000000e+00 0.000000e+00 0.000000e+00 7 0
2 1.000000e+00 0.000000e+00 0.000000e+00 2 0
3 1.000000e+00 1.000000e+00 0.000000e+00 0 0
4 0.000000e+00 1.000000e+00 0.000000e+00 1 0
$
$
$-----------------------------------------------------------------------
*element_shell
$-----------------------------------------------------------------------
$ eid pid n1 n2 n3 n4
1 1 1 2 3 4
$
$
$
$-----------------------------------------------------------------------
*boundary_prescribed_motion_set
$-----------------------------------------------------------------------
$ nset dof vad lcid sf cid
1, 2, 2, 1, 1.0
*set_node_list
1
3 4
$-----------------------------------------------------------------------
*define_curve
$-----------------------------------------------------------------------
$ lcid sidr scla sclo offa offo
1 0 1.0 1.0
$ abscissa ordinate
0.000e+00 0.000e+00
1.000e+00 1.000e+00
$
$
$
$-----------------------------------------------------------------------
*control_termination
$-----------------------------------------------------------------------
$ endtim endcyc dtmin endneg endmas
1.00e00
$
$
$-----------------------------------------------------------------------
*database_binary_d3plot
$-----------------------------------------------------------------------
$ dt lcdt
1.0e-01
*end

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