ZhiMing
Structural
- May 9, 2010
- 7
Hi,
This is the first time I am posting on Eng-Tip, so I apologize if my question sounds stupid. I am trying to model the compression/crushing behavior of a D-shaped rubber bumper used for cargo loaders. I have defined the bumper as a hyperelastic material with a Mooney-Rivlin model. The coefficients that I have correlate well with my experimental data and produced a stable material for all strains. My model also has a fine mesh so that I don't notice any node inversions. However, I kept getting error messages like "Excessive distortion at a total of ___ integration points in solid (continuum) elements," and the program eventually exited. I am currently trying to switch to an adaptive mesh and see if it would run to completion. I am wondering if anyone can give me some pointers. Any help at all would be appreciated. Thank you.
Zhi
This is the first time I am posting on Eng-Tip, so I apologize if my question sounds stupid. I am trying to model the compression/crushing behavior of a D-shaped rubber bumper used for cargo loaders. I have defined the bumper as a hyperelastic material with a Mooney-Rivlin model. The coefficients that I have correlate well with my experimental data and produced a stable material for all strains. My model also has a fine mesh so that I don't notice any node inversions. However, I kept getting error messages like "Excessive distortion at a total of ___ integration points in solid (continuum) elements," and the program eventually exited. I am currently trying to switch to an adaptive mesh and see if it would run to completion. I am wondering if anyone can give me some pointers. Any help at all would be appreciated. Thank you.
Zhi