01 January 1970 3 5K Report

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

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