+MetalSio Yes, In your case, if you insist in coupling beams and solids, you will have to make sure that the degrees of freedom for the case of the two different dimensionality type of elements, is compatible, while the mesh of your solids should always follow the mesh of your beams (common nodes).
Very good. If you have to instances, one is a solid element and the other beam element. Is it possible to define interaction?
+MetalSio Yes, In your case, if you insist in coupling beams and solids, you will have to make sure that the degrees of freedom for the case of the two different dimensionality type of elements, is compatible, while the mesh of your solids should always follow the mesh of your beams (common nodes).
Is it possible to create a stiffened plate using shell and beam element? like, plate as shell and the stiffener as beam ? thanks in advance.
do you know how to get the results in tables and print it?
would you plz give me cae file of this model plz.
Why there is no sound? :(
+Kra sy Because English is not my native language, I speak not very well. I think it is still possible to follow the procedure.
Hello how are you
Can you help me ?
Absolutely mate. What do you need?
@@haibangphan1284 I have a structure consisting of small beams and cables I want to do the non-linear geometric analysis by Abaqus
This is not shell elements, inconsistent with the title.