Energy
A copper bar strikes a wall.
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Energy
A copper bar strikes a wall.
*CONTROL_ENERGY Bar Impact LS-DYNA Manual Section: *CONTROL_ENERGY Example: Bar Impact Filename: control_energy.bar-impact.k Description: A copper bar strikes a wall. Model: A 1/4 symmetry bar measures 0.32 cm in radius and 3.24 cm in length and contains 972 hexahedron element. The bar starts at 0.0227 cm/ usec and stops at 0 cm/ usec. Th e calculation illustrates the energy balance where E = KE + IE + HGE. Input: The hour glass en ergy is computed at a ne gligible cost. (*CONTRO L_ENERGY) The initial velocity for every node is set to -0.0227 except the nodes at z = 0. Results: The undeformed and de formed shape of the b ar are shown. The total, kinetic, internal and hourglass energies are also shown.
*CONTROL_ENERGY *CONTROL_HOURGLASS *CONTROL_OUTPUT *CONTROL_TERMINATION *DATABASE_BINARY_D3PLOT *DATABASE_BINARY_D3THDT *DATABASE_GLSTAT *DATABASE_HISTORY_NODE *DATABASE_NODOUT *DEFINE_BOX *ELEMENT_SOLID *END *INITIAL_VELOCITY *KEYWORD *MAT_PLASTIC_KINEMATIC *NODE *PART *SECTION_SOLID *TITLE
*KEYWORD *TITLE bar impact $ $ LSTC Example $ $ Last Modified: September 12, 1997 $ $ Units: gm, cm, microsec, 1e+07 N, Mbar, 1e+07 N-cm $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Control Ouput $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ *CONTROL_TERMINATION $ endtim endcyc dtmin endneg endmas 82.10 $ *CONTROL_ENERGY $ hgen rwen slnten rylen 2 $ *CONTROL_HOURGLASS $ ihq qh 4 $ *CONTROL_OUTPUT $ npopt neecho nrefup iaccop opifs ipnint ikedit 0 0 0 0 2 1000 $ $ *DATABASE_BINARY_D3PLOT $ dt lcdt 5.0 $ *DATABASE_BINARY_D3THDT $ dt lcdt 1.0 $ *DATABASE_GLSTAT $ dt 0.5 $ *DATABASE_NODOUT $ dt/cycl lcdt 0.5 $ *DATABASE_HISTORY_NODE $ id1 id2 id3 id4 id5 id6 id7 id8 1333 $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Initial Conditions $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ $$$$ Nodes within box 2 are given an initial velocity in the neg z-direction. $$$$ These are all the nodes except for those on the bottom of the bar. $ *INITIAL_VELOCITY $ nsid nsidex boxid 0 0 2 $ vx vy vz vxe vye vze 0.0 0.0 -0.0227 0.0 0.0 0.0 $ *DEFINE_BOX $ boxid xmm xmx ymn ymx zmn zmx 2 -1.e6 1.e6 -1.e6 1.e6 0.50e-02 1.e6 $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Define Parts and Materials $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ *PART $ pid sid mid eosid hgid adpopt Bar 1 1 1 $ $ *MAT_PLASTIC_KINEMATIC $ mid ro e pr sigy etan beta 1 8.930 1.17 0.350 0.004 0.001 1.0 $ src srp fs 0.0 0.0 0.0 $ $ *SECTION_SOLID $ sid elform 1 0 $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Define Nodes and Elements $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Many nodes have boundary conditions to simulate symmetry. $ $ *END