Reduced Input
*Node and *Element Cards are removed.
*KEYWORD *TITLE Short Crush Tube Impacted by a Moving Wall $ $ $ Units: mm, kg, ms, kN, GPa, kN-mm $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Control Ouput $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $ *CONTROL_TERMINATION $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ ENDTIM ENDCYC DTMIN ENDENG ENDMAS 20.00 0 0.0 0.0 0.0 $ *CONTROL_ENERGY $ i i i i $ hgen rwen slnten rylen 2 2 $ *DATABASE_BINARY_D3PLOT $ DT/CYCL LCDT - time interval between state dumps (D3PLOT) [PLTC] 1.0 $ *DATABASE_EXTENT_BINARY $ i i i i i i i i $ neiph neips maxint strflg sigflg epsflg rltflg engflg $ i i i $ cmpflg ieverp beamip 1 $ *DATABASE_BINARY_D3THDT $ DT/CYCL LCDT - time interval between time history data dumps (D3THDT) 999999 *DATABASE_RWFORC $ DT/CYCL 0.1 $ *DATABASE_HISTORY_NODE $ DEFINE NODES THAT OUTPUT INTO NODOUT $ ID1 ID2 ID3 $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 99999 259 7 $ *DATABASE_NODOUT $ DT/CYCL 0.1 *DATABASE_GLSTAT $ DT/CYCL 0.1 *DATABASE_MATSUM $ DT/CYCL 0.1 *DATABASE_SLEOUT $ DT/CYCL 0.1 $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Define Contacts - Sliding Interfaces $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $ *CONTACT_AUTOMATIC_SINGLE_SURFACE $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ SSID MSID SSTYP MSTYP 0 $ EQUATING SSID TO ZERO MEANS THAT ALL SEGMENTS ARE INCLUDED FOR SINGLE SURFACE CONTACT $ $ FS FD 0.08 0.08 $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Define Materials and Parts $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ *PART corner 1 $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ PID SID MID EOSID HGID ADPOPT 1 1 1 $ *PART corner 2 $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ PID SID MID EOSID HGID ADPOPT 2 1 1 $ *PART corner 3 $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ PID SID MID EOSID HGID ADPOPT 3 1 1 $ *PART corner 4 $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ PID SID MID EOSID HGID ADPOPT 4 1 1 $ $ *MAT_PIECEWISE_LINEAR_PLASTICITY $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ MID RO E PR SIGY ETAN EPPF TDEL 1 7.830E-06 200.0 0.3 0.366 0.750 $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ C P LCSS LCSR 40 5 $ VALUES FOR PLASTIC STRESS/STRAIN CURVES 0.000 0.025 0.049 0.072 0.095 0.118 0.140 0.182 0.366 0.424 0.476 0.507 0.529 0.546 0.559 0.584 $ $ *SECTION_SHELL $ SHELL ELEMENT CROSS-SECTIONAL PROPERTIES $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ SID ELFORM SHRF NIP PROPT QR/IRID ICOMP 1 2 3.0000 $ T1 T2 T3 T4 NLOC 2.0 2.0 2.0 2.0 $ $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Define Nodes and Elements $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $ NODAL POINT CARDS *NODE $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ NID X Y Z TC RC $$ ADDITIONAL NODES FOR BEAM ELEMENTS $ $ 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 $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Define Constraints, Boundary & Initial Conditions $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $ $ NODAL SINGLE POINT CONSTRAINTS $ *BOUNDARY_SPC_NODE $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ NID CID X Y Z RX RY RZ $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Define Stone Walls $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $...>....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