*BOUNDARY_SPC_NODE
*CONTROL_TERMINATION
*CONTROL_TIMESTEP
*DATABASE_BINARY_D3PLOT
*DATABASE_ELOUT
*DATABASE_GLSTAT
*DATABASE_HISTORY_NODE_SET
*DATABASE_HISTORY_SOLID_SET
*DATABASE_MATSUM
*DATABASE_NODFOR
*DATABASE_NODOUT
*DEFINE_CURVE
*ELEMENT_SOLID
*END
*KEYWORD
*LOAD_SEGMENT
*MAT_ELASTIC
*NODE
*PART
*SECTION_SOLID
*SET_NODE_LIST
*SET_SOLID
*TITLE
*KEYWORD
*TITLE
wave propagation in rod, solid element
$
$ This problem is to demonstrate wave propagation in one dimension
$ Demonstrate potential problems with 32 Bit machines
$ Time step calculation for rod elements
$ Demonstrate time integration stability limits
$ units: mm, ton, N
$ A. Tabiei 3/3/98
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*CONTROL_TIMESTEP
0.0000 0.9000
*CONTROL_TERMINATION
0.000925
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*DATABASE_BINARY_D3PLOT
0.00001
*DATABASE_MATSUM
1.000E-06
*DATABASE_NODOUT
1.000E-06
*DATABASE_ELOUT
1.000E-06
*DATABASE_NODFOR
1.000E-06
*DATABASE_GLSTAT
1.000E-06
*DATABASE_history_node_set
1
*DATABASE_history_solid_set
1
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*SET_NODE_LIST
$ SID
1
$ NID1 NID2 NID3 NID4 NID5 NID6 NID7 NID8
77 78 79 80 1
*SET_solid
$ SID
1
$ K1
30
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*MAT_elastic
1 7.890E-09 2.068E+05 3.000E-01
*SECTION_SOLID
$ sid
1
*PART
solid:
$ PID SID MID
1 1 1
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*BOUNDARY_SPC_NODE
161 0 1 1 1 1 1 1
162 0 1 1 1 1 1 1
163 0 1 1 1 1 1 1
164 0 1 1 1 1 1 1
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*DEFINE_CURVE
1 0
0.00000000E+00 5.000E+02
2.00000000E+01 5.000E+02
*LOAD_SEGMENT
$ LCID SF AT N1 N2 N3 N4
1 1.0000000 0.0 1 2 3 4
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*NODE
$
*ELEMENT_SOLID
$
*END
