x

# Reduced Input

*Node and *Element Cards are removed.
```  *KEYWORD
*TITLE
Wave Propagation In Rod, bar 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
\$   DTINIT    TSSFAC
0.0000    0.9000
*CONTROL_TERMINATION
\$   ENDTIM
0.000925
\$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*DATABASE_BINARY_D3PLOT
\$  DT/CYCL
0.00001
*DATABASE_MATSUM
\$  DT/CYCL
1.000E-06
*DATABASE_NODOUT
\$  DT/CYCL
1.000E-06
*DATABASE_ELOUT
\$  DT/CYCL
1.000E-06
*DATABASE_NODFOR
\$  DT/CYCL
1.000E-06
*DATABASE_GLSTAT
\$  DT/CYCL
1.000E-06
*DATABASE_history_node_set
\$       ID
1
*DATABASE_history_beam_set
\$       ID
1
\$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*SET_NODE_LIST
\$      SID
1
\$     NID1
2         22
*SET_BEAM_LIST
\$      SID
1
\$       K1
20
\$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*MAT_elastic
\$      MID        RO         E        PR
1 7.890E-09 2.068E+05 3.000E-01
*PART
BEAM:
\$      PID       SID       MID
1         1         1
*SECTION_BEAM
\$      sid    elform
1         3
\$        a
645
\$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*DEFINE_CURVE
\$     lcid
1
\$           abscissa            ordinate
0.00000000000000E+00 1.0000000000000E+00
2.00000000000000E-03 1.0000000000000E+00
\$NODE/NSID       DOF      LCID        SF       CID
2         1         1 5.000E+02         0
\$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*BOUNDARY_SPC_NODE
\$      NID       CID         X         Y         Z        RX        RY        RZ
1         0         1         1         1         1         1         1
\$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*NODE
\$    NID               X               Y               Z
\$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*ELEMENT_BEAM
\$    EID     PID      N1      N2
\$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*END```