What is the best method to define FRP(GFRP,CFRP,AFRP,BFRP) BARS as an internal reinforcement with CONCRETE BEAMS IN ABAQUS? This includes the interaction between FRP bars and concrete.

I am trying to model simply supported beam reinforced with longitudinal FRP(GFRP,CFRP.AFRP,BFRP) rebars and FRP stirrups. How to define the interaction between FRP and concrete( Not embedded I need other choice). 

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