Reduced Input
*Node and *Element Cards are removed.
*KEYWORD
*TITLE
SOLID-BEAM DOF
$
$ This file is to demonstrate solid-beam connection and their DOF.
$ A. Tabiei, 2-11-1998
$
$ mm, s, N, ton
$
*CONTROL_TERMINATION
$ ENDTIM
0.002E+00
*CONTROL_TIMESTEP
$ DTINIT SCFT
0.000 0.900
*CONTROL_HOURGLASS
$ IHQ QH
1 0.100
*CONTROL_ENERGY
$ HGEN RWEN SLNTEN RYLEN
2 1 1 1
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*DATABASE_MATSUM
0.100E-04
*DATABASE_NODOUT
0.100E-04
*DATABASE_GLSTAT
0.100E-04
*DATABASE_NODFOR
0.100E-04
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*DATABASE_BINARY_D3PLOT
$ DT/CYCL
0.100E-03
*DATABASE_HISTORY_NODE
$ id1
19 7
*DATABASE_nodal_force_group
5
*SET_NODE_LIST
5
19 7
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*PART
SOLID
$ PID SID MID
1 2 1
*PART
BEAM
$ PID SID MID
3 4 2
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*MAT_ELASTIC
$ MID RO E PR
1 2.730E-09 7.2408E+4 3.000E-01
*MAT_ELASTIC
$ MID RO E PR
2 7.830E-09 2.070E+05 2.800E-01
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*SECTION_SOLID
$ SID ELFORM
2 1
*SECTION_BEAM
$ SID ELFORM
4 2
$ A ISS ITT IRR
1600.0 213333.3 213333.3 288114.8
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*BOUNDARY_SPC_NODE
$ NID/NSID CID DOFX DOFY DOFZ DOFRX DOFRY DOFRZ
26 0 1 1 1 1 1 1
27 0 1 1 1 1 1 1
28 0 1 1 1 1 1 1
29 0 1 1 1 1 1 1
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
34 0 1 1 1 1 1 1
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*CONSTRAINED_NODAL_RIGID_BODY
$ NSID CID
1
*SET_NODE_LIST
$ SID
1
$ NID1 NID2 NID3 NID4 NID5 NID6 NID7 NID8
7 15 6 5 8 12 11 18
16
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*LOAD_NODE_POINT
$ NODE DOF LCID SF
19 7 1 1.0
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*DEFINE_CURVE
1
0.00000000000000E+00 0.0000000000000E+00
2.00000000000000E-03 1.0000000000000E+09
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*NODE
$ NODE X Y Z
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*ELEMENT_BEAM
$ EID PID N1 N2 N3
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*ELEMENT_SOLID
$ EID PID N1 N2 N3 N4 N5 N6 N7 N8
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*END