x

# Reduced Input

*Node and *Element Cards are removed.
```  *KEYWORD
*TITLE
Short Crush Tube Impacted by a Moving Wall
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\$  Units: mm, kg, ms, kN, GPa, kN-mm
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\$\$\$\$  Control Ouput
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*CONTROL_TERMINATION
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$   ENDTIM    ENDCYC     DTMIN    ENDENG    ENDMAS
20.00         0       0.0       0.0       0.0
\$
*CONTROL_ENERGY
\$        i         i         i         i
\$     hgen      rwen    slnten     rylen
2         2
\$
*DATABASE_BINARY_D3PLOT
\$  DT/CYCL       LCDT  -  time interval between state dumps (D3PLOT) [PLTC]
1.0
\$
*DATABASE_EXTENT_BINARY
\$        i         i         i         i         i         i         i         i
\$    neiph     neips    maxint    strflg    sigflg    epsflg    rltflg    engflg

\$        i         i         i
\$   cmpflg    ieverp    beamip
1
\$
*DATABASE_BINARY_D3THDT
\$  DT/CYCL       LCDT  - time interval between time history data dumps (D3THDT)
999999
*DATABASE_RWFORC
\$  DT/CYCL
0.1
\$
*DATABASE_HISTORY_NODE
\$   DEFINE NODES THAT OUTPUT INTO NODOUT
\$      ID1       ID2       ID3
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
99999       259         7
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*DATABASE_NODOUT
\$  DT/CYCL
0.1
*DATABASE_GLSTAT
\$  DT/CYCL
0.1
*DATABASE_MATSUM
\$  DT/CYCL
0.1
*DATABASE_SLEOUT
\$  DT/CYCL
0.1
\$
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\$
\$\$\$\$  Define Contacts - Sliding Interfaces
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\$
*CONTACT_AUTOMATIC_SINGLE_SURFACE
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$     SSID      MSID     SSTYP     MSTYP
0
\$  EQUATING SSID TO ZERO MEANS THAT ALL SEGMENTS ARE INCLUDED FOR SINGLE SURFACE CONTACT
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\$       FS        FD
0.08      0.08

\$
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\$
\$\$\$\$  Define Materials and Parts
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\$
*PART
corner 1
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$      PID       SID       MID     EOSID      HGID    ADPOPT
1         1         1
\$
*PART
corner 2
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$      PID       SID       MID     EOSID      HGID    ADPOPT
2         1         1
\$
*PART
corner 3
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$      PID       SID       MID     EOSID      HGID    ADPOPT
3         1         1
\$
*PART
corner 4
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$      PID       SID       MID     EOSID      HGID    ADPOPT
4         1         1
\$
\$
*MAT_PIECEWISE_LINEAR_PLASTICITY
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$      MID        RO         E        PR      SIGY      ETAN      EPPF      TDEL
1 7.830E-06     200.0       0.3     0.366               0.750
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$        C         P      LCSS      LCSR
40         5
\$ VALUES FOR PLASTIC STRESS/STRAIN CURVES
0.000     0.025     0.049     0.072     0.095     0.118     0.140     0.182
0.366     0.424     0.476     0.507     0.529     0.546     0.559     0.584
\$
\$
*SECTION_SHELL
\$ SHELL ELEMENT CROSS-SECTIONAL PROPERTIES
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$      SID    ELFORM      SHRF       NIP     PROPT   QR/IRID     ICOMP
1         2              3.0000
\$       T1        T2        T3        T4      NLOC
2.0       2.0       2.0       2.0
\$
\$
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\$
\$\$\$\$  Define Nodes and Elements
\$
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\$ NODAL POINT CARDS
*NODE
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$    NID               X               Y               Z      TC      RC
\$\$  ADDITIONAL NODES FOR BEAM ELEMENTS
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\$ SOLID ELEMENTS
\$
*ELEMENT_SOLID
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$    EID     PID      N1      N2      N3      N4      N5      N6      N7      N8
\$
\$ BEAM ELEMENTS
*ELEMENT_BEAM_THICKNESS
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$    EID     PID      N1      N2      N3
\$              A             ISS             ITT           IRR/J              SA
*ELEMENT_BEAM
\$ SHELL ELEMENTS
*ELEMENT_SHELL
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$    EID     PID      N1      N2      N3      N4
\$
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\$
\$\$\$\$  Define Constraints, Boundary & Initial Conditions
\$
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\$
\$
\$ NODAL SINGLE POINT CONSTRAINTS
\$
*BOUNDARY_SPC_NODE
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$      NID CID X Y Z RX RY RZ
\$
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\$
\$\$\$\$  Define Stone Walls
\$
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\$
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$      NID       DOF       VAD      LCID        SF       VID
\$
*RIGIDWALL_PLANAR_MOVING_FORCES
\$.../....1..../....2..../....3..../....4..../....5..../....6..../....7..../....8
\$     NSID    NSIDEX     BOXID
0         0         0
\$
\$       XT        YT        ZT        XH        YH        ZH      FRIC
0.0       0.0     274.0       0.0       0.0       0.0       1.0
\$  SW MASS    SW VEL
800.000   8.94000
\$     SOFT      SSID     NODE1     NODE2     NODE3     NODE4
0         0     99999
\$
\$
*END```