Reduced Input
*Node and *Element Cards are removed.
*KEYWORD
*TITLE
implicit tensile test, elastic-plastic material
$
$ test coupon, 200 mm long, 20 mm width, 2.67 mm thickness, 50.8 mm gauge length
$
$ units; mm, s, ton, N
$
$ By 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 igso
1 0.01 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
$ 1 200 0 0.0 0.05
$
$========1=========2=========3=========4=========5=========6=========7=========8
$
*DATABASE_BINARY_D3PLOT
0.0100
*DATABASE_EXTENT_BINARY
$ neiph neips maxint strflg sigflg epsflg rltflg engflg
1 1
$ cmpflg ieverp beamip
$
*DATABASE_GLSTAT
0.0001
$
*DATABASE_NODFOR
0.0001
*DATABASE_NODAL_FORCE_GROUP
2
*SET_NODE_LIST
2
30,31,32,33,38,39
$
$
*DATABASE_ELOUT
0.0001
*DATABASE_HISTORY_SHELL
71,72,73,74,75,76,77,78
79,80
$
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*CONTROL_SHELL
$ WRPANG ITRIST IRNXX ISTUPD THEORY BWC MITER PROJ
0 0 0 0 0 0 1 0
$
*SECTION_SHELL
$ ID elform
1 16
$ t1 t2 t3 t4
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
$
*MAT_TRANSVERSELY_ANISOTROPIC_ELASTIC_PLASTIC
$ MID RO E PR SIGY ETAN R HLCID
1 0.780E-08 0.207E+06 0.280E+00 0.200E+03 0.572E+03 0.140E+01 13
$
$ hardening curve: effective stress vs. effective plastic strain
*DEFINE_CURVE
13
0.00000000 200.0
0.00006657 200.5
0.00013650 201.1
0.00020990 201.6
0.00028690 202.2
0.00036780 202.7
0.00045280 203.2
0.00054200 203.8
0.00091670 205.8
0.00136600 207.9
0.00190600 210.0
0.00255300 212.1
0.00472900 217.2
0.00654700 220.3
0.00891000 223.4
0.03259000 250.8
0.04616000 270.5
0.06516000 291.5
0.09176000 313.8
0.13830000 342.4
0.20810001 373.2
0.31279999 406.2
0.46990001 441.6
0.70560002 479.7
$
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
$
*LOAD_NODE_POINT
204 1 3 1
205 1 3 1
206 1 3 1
207 1 3 1
212 1 3 0.5
213 1 3 0.5
*DEFINE_CURVE
3
0.00 0.00
1.00 2000.00
2.00 2000.00
$
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
$
$*BOUNDARY_PRESCRIBED_MOTION_NODE
$ 204 1 2 4 1.00
$ 205 1 2 4 1.00
$ 206 1 2 4 1.00
$ 207 1 2 4 1.00
$ 212 1 2 4 1.00
$ 213 1 2 4 1.00
$*DEFINE_CURVE
$ 4
$ 0.00 0.00
$ 1.00 7.00
$ 2.00 7.00
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
$
*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
204 0 0 1 1 0 0 0
205 0 0 1 1 0 0 0
206 0 0 1 1 0 0 0
207 0 0 1 1 0 0 0
212 0 0 1 1 0 0 0
213 0 0 1 1 0 0 0
$
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
$
*END