In my Abaqus model, there are plain rebars inside the concrete. I want to model bond-slip behavior for the rebar-concrete interface. up to now I figured out that there are some options whereas I do not know which one is handy and exact. the options may could be implemented are as below.
1- modeling with springs.
2- traction and separation.
3- Interaction element.
I want to know what is the best and preferred way to do this matter. In addition, I want to know how can I model it. If anyone has some references or video or data to share with me, I would be very grateful.
Regards,
Nima