nenia
Structural
- Aug 10, 2005
- 1
Hi,
I'm analysing a structure (a big truss) subjected to fire. An increase of temperature in the structure creates very large section forces, material looses its strength and so on. Additionally, large part of the structure is lateraly restrained to simulate interaction with remaining structure. Not sure if all this is relevant. The thing is that the program manages better with the problem when b33 elements are used instead of b31. My question is whether I can use the b33 elements and what difference it introduces to the solution.
Thanks,
nenia
I'm analysing a structure (a big truss) subjected to fire. An increase of temperature in the structure creates very large section forces, material looses its strength and so on. Additionally, large part of the structure is lateraly restrained to simulate interaction with remaining structure. Not sure if all this is relevant. The thing is that the program manages better with the problem when b33 elements are used instead of b31. My question is whether I can use the b33 elements and what difference it introduces to the solution.
Thanks,
nenia