PerKr
Structural
- May 23, 2006
- 58
I'm doing a series of FE analysis on a plastic shelf with steel reinforcement bars and just today noticed an annoying error I made: I have been using a "rigid connection" between the reinforcement bars and the plastic. As I understand it, the rigid connection results in an infinitely thin surface which is infinitely rigid acting between the connected parts. So now I'm running a couple of them using "smooth connection". I suppose "rigid connection" would be used for things such as welded connections in a spaceframe? The Catia documentation really doesn't explain when to use which connection type, so if anyone could explain this in relatively easy-to-understand terms that would be great.