Reduced Input
*Node and *Element Cards are removed.
*KEYWORD
*TITLE
implicit tensile test
$
$ test coupon: 200 mm long, 20 mm width, 2.67 mm thickness, 50.8 mm gauge length
$
$ units; mm, s, ton, N
$
$ A. Tabiei
$
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
$
*CONTROL_TERMINATION
1.0000
$
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
$
*CONTROL_IMPLICIT_GENERAL
$ imflag dt0 iefs nstepsb igs
1 1.0 0 0 0
$
*CONTROL_IMPLICIT_SOLUTION
$ nlsolvr ilimit maxref dctol ectol rctol lstol
0 0 0 0.0 0.0 0 0
$ dnorm divflag inistif nlprint
0 0 0 0
$
*CONTROL_IMPLICIT_SOLVER
$ lsolvr prntflg negeig
0 0 0
$
*CONTROL_IMPLICIT_AUTO
$ iauto iteopt itewin dtmin dtmax
0 0 0 0.0 0.0
$
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
$
*DATABASE_EXTENT_BINARY
$ neiph neips maxint strflg sigflg epsflg rltflg engflg
1 1
$ cmpflg ieverp beamip
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
$
*DATABASE_BINARY_D3PLOT
0.010
*DATABASE_NODFOR
0.010
*DATABASE_NODOUT
0.010
*DATABASE_NODAL_FORCE_GROUP
2
*SET_NODE_LIST
2
30,31,32,33,38,39
$
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
$
*MAT_elastic
$ MID RO E PR
1 0.780E-08 0.207E+06 0.280E+00
$
*SECTION_SHELL
1 0
2.670E-00 2.670E-00 2.670E-00 2.670E-00
$
*PART
shell tensile strip
1 1 1
$
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
$
*DEFINE_CURVE
1
0.00000000000000E+00 0.0000000000000E+00
1.00000000000000E+00 2.0000000000000E+02
$
*load_node_point
$ Node DOF LCID SF
204 1 1 1
205 1 1 1
206 1 1 1
207 1 1 1
212 1 1 0.5
213 1 1 0.5
$
*BOUNDARY_SPC_NODE
30 0 1 1 1 1 1 1
31 0 1 1 1 1 1 1
32 0 1 1 1 1 1 1
33 0 1 1 1 1 1 1
38 0 1 1 1 1 1 1
39 0 1 1 1 1 1 1
$
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
$
*END