Steel bar and Fiber Reinforced Polymer (FRP) bar shows different bond behaviour.The aim of this thesis is to observed bond behaviour of steel and FRP bar subjected to pull-out test. Numerical method has used to analized bond behavior using available local bond-stress slip law. In structure of reinforced concrete is important to develops technique of analysis more accurate in predict bond stress-slip local. Numeric model that is used in this thesis using model of bond stress-slip from reference. The accuracy of numerical model was compared with experimented data obtained from references.
The result of numerical analysis shows that bond stress influence by diameter of the bar, concrete compressive strength and type of bar.
Keyword: bond stress, slip, frp, steel
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