Hello,
I'm try to correct problem of bonded contact set. what i want to follow to achieve This.
Thank you
BR,
Manupriya.
Hello,
I'm try to correct problem of bonded contact set. what i want to follow to achieve This.
Thank you
BR,
Manupriya.
what do you want to achieve in the contact? you should be able to bond the full beam to a solid or shell or to joints. but otherwise remember the beam is just a 2d element and doesn't really know what it is other than its stiffness. so sometimes you need to skip a beam if the bond is very important to the way the structure behaves.
I beieve that you cannot treat the problem of the contact of the stiffening ribs to the beams like that. The beams can be put in contact to solids only by their ends and by the joint Group. Ithink that you should model with solids the whole stiffened joints and connect to them the beams.