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*KEYWORD
*TITLE
A simple tire bouncing on the ground.
$
$ LSTC Example
$
$ Last Modified: October 10, 1997
$
$ --- GRAVITY CHECK ---
$
$ steady state is reached around 150 ms
$ m = 26.5534 kg ==> W = 0.26 kN
$ Damping oscillations around s.s., which is 0.26 kN (from RWFORC file)
$ Nodes demonstrate bouncing off ground (NODOUT)
$
$ Gravity modeled successfully using load curve and
$ BASE ACCELERATION IN Z-DIRECTION - Body Load in Z
$
$ Note: The acceleration is in the negative z-direction even though
$ all values needed to define acc. are positive.
$
$ * Shells (1 mm thick)
$ * Mild steel (with strain rate effect)
$ * Part 35 - wheel
$ * Part 36 - tire
$ * 2 discrete masses (10 kg each) at center of wheel to obtain proper weight
$ * Gap between tire and ground = 0.2 mm
$
$ Units: mm, kg, ms, kN, GPa, kN-mm
$
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$$$$ Control Ouput
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$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
$
*CONTROL_TERMINATION
$ endtim endcyc dtmin endeng endmas
150.01 0 0.0 0.0 0.0
$
*CONTROL_ENERGY
$ hgen rwen slnten rylen
2 2
$
$
*DATABASE_BINARY_D3PLOT
$ dt lcdt
10.0
$
*DATABASE_BINARY_D3THDT
$ dt lcdt
999999
$
*DATABASE_GLSTAT
$ dt
0.2
$
*DATABASE_MATSUM
$ dt
0.2
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*DATABASE_NODOUT
$ dt
0.2
$
*DATABASE_HISTORY_NODE
$ id1 id2 id3 id4 id5 id6 id7 id8
8914 8746 8918
$
*DATABASE_RWFORC
$ dt
0.2
$
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$$$$ Gravity
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$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
$
*LOAD_BODY_Z
$
$ lcid df lciddr xc yc zc
1 9.810E-03
$
$
*DEFINE_CURVE
$
$ lcid sidr scla sclo offa offo
1
$
$ abscissa ordinate
0.00 1.000
1000.00 1.000
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$$$$ Rigid Wall - The Ground
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$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
$
*RIGIDWALL_PLANAR
$ nsid nsidex boxid
1 0 0
$ xt yt zt xh yh zh fric
0.0 0.0 -279.2 0.0 0.0 -279.0 1.0
$
$
*SET_NODE_COLUMN
$ sid
1
$ nid
8901
8904
8911
8912
8913
8914
8919
8920
8921
8922
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$$$$ Define Parts and Materials
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$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
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*PART
$ pid sid mid eosid hgid grav adpopt
wheel
35 1 1
tire
36 1 1
$
$
$$$$ Materials
$
*MAT_PIECEWISE_LINEAR_PLASTICITY
$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
$ mid ro e pr sigy etan eppf tdel
1 0.783E-05 200.0 0.3 0.207 0.750
$ Cowper/Symonds Strain Rate Parameters
$ C p lcss lcsr
40 5
$ Plastic stress/strain curves
0.000 0.080 0.160 0.400 1.000
0.207 0.250 0.275 0.290 0.300
$
$
$$$$ Sections
$
*SECTION_SHELL
$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
$ sid elform shrf nip propt qr/irid icomp
1 2 3.0000
$ t1 t2 t3 t4 nloc
1.00 1.00 1.00 1.00
$
$
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$$$$ Define Nodes and Elements
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$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
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$
$$$$$$$ Nodal Mass Elements
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*ELEMENT_MASS
$ eid nid mass
8730 8730 10.0
8746 8746 10.0
$
*END