x

# Reduced Input

*Node and *Element Cards are removed.
*KEYWORD
*TITLE
Specimen Tension 1Elem Through Thickness
\$ this example is used to demonstrate the effect of number of elements
\$ through the thickness in tension, bending, and combined bending-tension
\$ units: mm, s, ton, N
\$ A. Tabiei, 3/3/98
*CONTROL_TIMESTEP
0.0000    0.9000
*CONTROL_TERMINATION
0.0050E+00
\$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*DATABASE_BINARY_D3PLOT
0.0010E+00
*DATABASE_NODAL_FORCE_GROUP
6
*DATABASE_HISTORY_SOLID_SET
3
*DATABASE_ELOUT
0.0001E+00
*DATABASE_NODFOR
0.0001E+00
\$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*MAT_Plastic_kinematic
11 7.890E-09 2.100E+05 3.000E-01 4.400E+02 1.700E+03 1.000E+00

\$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*SECTION_SOLID
1         1         1
*PART
SPECIMEN
2         1        11
\$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*SET_NODE_LIST
5
\$ for prescribed displacement
173       174       175       176       177       178       343       344
347       349       351       353
*SET_NODE_LIST
6
\$ for constraint
17        18        19        20        25        26       187       188
191       193       195       197
\$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
\$ elements at center
*SET_SOLID
3
71        72        73        74        75        76        77        78
79        80
\$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
\$ line of center nodes for load
*SET_NODE_LIST
2
277       278       279       280       281       282
\$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*DEFINE_CURVE
10
0.00000000000000E+00 0.0000000000000E+00
0.00500000000000E+00 10.000000000000E+00
*BOUNDARY_PRESCRIBED_MOTION_SET
5         1         2        10 1.000E-00
\$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*BOUNDARY_SPC_SET
6         0         1         1         1         1         1         1
\$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*NODE
\$
*ELEMENT_SOLID
\$
*END