Hello,
I am modeling a reinforced concrete beam-column joint and need to create an unbonded zone in a part of the beam, but I don't know how to establish it. If you have any advice, I would be grateful.
Non-bonded segment
Re: Non-bonded segment
What do you mean by "unbonded zone"?
NOTE: please, don't ask the same question on multiple threads
NOTE: please, don't ask the same question on multiple threads