Contact IV
This series of examples shows how to scale the penalty stiffness in contact problems. The influence of this scaling on the solution is shown by the example of a soft ring in contact with a rigid wall. In this first example the penalty factor obviously is to low. Download is available in the download section of this document.
Keywords
Keywords
The used Keywords in alphabetical order.
*CONTACT_ONE_WAY_SURFACE_TO_SURFACE *CONTROL_CPU *CONTROL_ENERGY *CONTROL_TERMINATION *CONTROL_TIMESTEP *DATABASE_BINARY_D3PLOT *DATABASE_BINARY_D3THDT *DATABASE_GLSTAT *DATABASE_MATSUM *DATABASE_NODOUT *DATABASE_RCFORC *ELEMENT_SHELL *END *INITIAL_VELOCITY_GENERATION *KEYWORD *MAT_ELASTIC *NODE *PART *SECTION_SHELL *TITLE
Reduced Input
Reduced Input
*Node and *Element Cards are removed.
*KEYWORD
*TITLE
Soft Ring Impacting Rigid Wall (SF=0.01)
*CONTROL_TERMINATION
0.0300000 0 0.0000000 0 0.0000000
*CONTROL_TIMESTEP
0.0000000 0.0000000 0 0.0000000 0.0000000 0 0 0
*CONTROL_ENERGY
1 2 1 1
*DATABASE_BINARY_D3PLOT
5.00000-4 0
*DATABASE_BINARY_D3THDT
1.00000-4
*DATABASE_NODOUT
1.00000-4
*DATABASE_GLSTAT
1.00000-4
*DATABASE_MATSUM
1.00000-4
*DATABASE_RCFORC
1.00000-4
*CONTROL_CPU
0.0000000
*MAT_ELASTIC
1 7.85000-8 100.00000 0.0000000
*MAT_ELASTIC
2 7.85000-8 100.00000 0.0000000
*SECTION_SHELL
1 0 0.0000000 3.0000000 0.0000000 0.0000000
1.0000000 1.0000000 1.0000000 1.0000000 0.0000000
*SECTION_SHELL
2 0 0.0000000 3.0000000 0.0000000 0.0000000
1.0000000 1.0000000 1.0000000 1.0000000 0.0000000
*PART
material type # 1 (elastic)
1 1 1 0 0 0 0 0
*PART
material type # 1 (elastic)
2 2 2 0 0 0 0 0
*NODE
$
*ELEMENT_SHELL
$
*INITIAL_VELOCITY_GENERATION
$ ID STYP OMEGA VX VY VZ
1 2 0.0 2000.0 -1000.0 0.0
$ XC YC ZC NX NY NZ PHASE
0.0 0.0 0.0 0.0 0.0 0.0 0
$ INTERFACE NAME: 1 $$$
*CONTACT_ONE_WAY_SURFACE_TO_SURFACE
1 2 3 3 0 0 0 0
0.0 0.0 0.0 0.0 0.0 0 0.0 0.0
$ SFS SFM SST MST SFST SFMT FSF VSF
0.01 0.01 0.0 0.0 0.0 0.0 0.0 0.0
*END
Figures
Figures
Animated Result
Animated Result
