dvisacker
New member
- Apr 22, 2015
- 6
Hi everyone,
I am currently trying to program a MATLAB FEA code that would only take into account large rigid body deformations (no strains, no stress, I might implement this later) for bar linkages (will also head toward beams and more complicated elements later) and the trouble I have is finding the adapted theory for this.
All the FEM documentation I read only mentions rigid-body modes as something you want to avoid (unconstrained model etc.). I found some scientific papers treating this subject but the method they suggest does not seem standard to me ?
-Does anyone have any experience in this kind of problems or have any suggestion for a good book/website about this topic ? I hope this post is not too vague, feel free to ask for more details if needed
Thanks to all of you in advance for your help,
I am currently trying to program a MATLAB FEA code that would only take into account large rigid body deformations (no strains, no stress, I might implement this later) for bar linkages (will also head toward beams and more complicated elements later) and the trouble I have is finding the adapted theory for this.
All the FEM documentation I read only mentions rigid-body modes as something you want to avoid (unconstrained model etc.). I found some scientific papers treating this subject but the method they suggest does not seem standard to me ?
-Does anyone have any experience in this kind of problems or have any suggestion for a good book/website about this topic ? I hope this post is not too vague, feel free to ask for more details if needed
Thanks to all of you in advance for your help,