Home » Knowledge » Simple Examples » Examples Manual » Rigidwall » Sphere
A ” Stonewall” – sphere impacts an elastic plate. (The sphere will not be shown in LS-PrePost.)
Introduction
*RIGIDWALL_GEOMETRIC_SPHERE_MOTION
Rigid Wall Sphere Impacts a Plate
LS-DYNA Manual Section: *RIGIDWALL_GEOMETRIC_SPHERE_MOTION
Example: Rigid Wall Sphere Impacts a Plate
Filename: rigidwall_geometric_sphere.plate.k
Description:
A " Stonewall" - sphere impacts an elastic plate. (The sphere will not be shown
in LS-PrePost.)
Model:
The plate has an elastic material model with Belytschko-Tsay shell formulation.
The plate is 40 * 40 * 2 mm3. The sphere has a radius of 8 mm and its center is
9 mm above the plate. The sphere moves towards the plate with a prescribed
displacement resulting in a velocity of velocity of 3 mm/second.
Input:
A spherical stonewall surface represents the true geometry of the ball.
(*RIGIDWALL_GEOMETRIC_SPHERE_MOTION). The stone wall cards contain direction
and load curve number defining the motion. All nodes of the plate are prevented
from penetrating the sphere.
Reference:
Schweizerhof, K. and Weimar, K.
Keywords
*CONTROL_HOURGLASS
*CONTROL_TERMINATION
*DATABASE_BINARY_D3PLOT
*DATABASE_EXTENT_BINARY
*DATABASE_RWFORC
*DEFINE_CURVE
*ELEMENT_SHELL
*END
*KEYWORD
*MAT_ELASTIC
*NODE
*PART
*RIGIDWALL_GEOMETRIC_SPHERE_MOTION
*SECTION_SHELL
*TITLE
*KEYWORD
*TITLE
Geometric Sphere Impacting a Plate
$
$ LSTC Example
$
$ Last Modified: September 19, 1997
$
$ Units: ton, mm, s, N, MPa, N-mm
$
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$
$$$$ Control Ouput
$
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$
$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
$
*CONTROL_TERMINATION
$ endtim endcyc dtmin endneg endmas
.5000E-3
$
*CONTROL_HOURGLASS
$ ihq qh
4
$
$
*DATABASE_BINARY_D3PLOT
$ dt lcdt
0.0200E-3
$
*DATABASE_EXTENT_BINARY
$ neiph neips maxint strflg sigflg epsflg rltflg engflg
1
$ cmpflg ieverp beamip
$
*DATABASE_RWFORC
$ dt
0.005e-4
$
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$
$$$$ Rigidwalls
$
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$
$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
$
*RIGIDWALL_GEOMETRIC_SPHERE_MOTION
$ nsid nsidex boxid
0
$
$ xt yt zt xh yh zh fric
20.0 20.0 9.0 20.0 20.0 0.0
$
$ radsph
8.0
$
$ lcid opt vx vy vz
1 1 0.0 0.0 -1.0
$
$
*DEFINE_CURVE
$ lcid sidr scla sclo offa offo
1
$ abscissa ordinate
0.0 0.0
0.0005 15.0
$
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$
$$$$ Define Parts and Materials
$
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$
$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
$
*PART
$ pid sid mid eosid hgid adpopt
plate
1 1 1
$
$
*MAT_ELASTIC
$ mid ro e pr da db k
1 2.00e-08 100000. 0.300
$
$
*SECTION_SHELL
$ sid elform shrf nip propt qr/irid icomp
1 0.83333 2.0 3.0
$ t1 t2 t3 t4 nloc
2.0 2.0 2.0 2.0
$
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$
$$$$ Define Nodes and Elements
$
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$
$$$$ Nodes on the outside edges of the plate are constrained in z-translation.
$
$
*END
Animated Result
Download