I want to model a circular column section with bundles of longitudinal reinforcement but I don't know how to do it whith fibers. Would you please help me?
The examples are all with one layer of reinforcement, how about if it is two?
If I define two layers shall I also divide my cover concrete into two parts one which is in the far out and one between the far out fibers and the inner fibers (say, with a thickness equal to rebar diameter).