marulanda
New member
- Oct 16, 2016
- 24
Hi I'm an aeronautical engineer who work as stress analyst.
I've a problem with a non linear multi step analysis sol400 Nastran.
I've two non-linear steps, in the first there are preloaded bolts and some surface with friction.
In the second I added an inertial load.
There is a lamped mass which is linked with Rb2 and Rbe3 rigid element, to the structure.
If I run only the first step without rigid element and mass, There aren't problem. But with Mass the second step has some probleme, the mass loose its link with structure.
I've read that with nonlinear analysis, Rb2 and Bbe3 gives problems.
Is there someone who can help me please?
(I'm sorry for my english)
Thanks!
I've a problem with a non linear multi step analysis sol400 Nastran.
I've two non-linear steps, in the first there are preloaded bolts and some surface with friction.
In the second I added an inertial load.
There is a lamped mass which is linked with Rb2 and Rbe3 rigid element, to the structure.
If I run only the first step without rigid element and mass, There aren't problem. But with Mass the second step has some probleme, the mass loose its link with structure.
I've read that with nonlinear analysis, Rb2 and Bbe3 gives problems.
Is there someone who can help me please?
(I'm sorry for my english)
Thanks!