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Bond slip relationship between steel bars and recycled concrete is one of the key problems in the design of recycled concrete members. A total of 49 reinforced recycled concrete specimens were designed and tested using the pull-out test methods to study the bond slip relationship between steel bars and recycled concrete. The specimen size is 150 mm×150 mm×450 mm. Design parameters of specimen are steel bar diameters (10,14,20 mm), type of steel bar (plain, deformed), anchorage length of steel bar (5d,10d,20d), recycled coarse aggregate replacement ratio (33%,66%,100%), recycled fine aggregate replacement ratio (50%,100%) and concrete design strength (medium strength, high strength). The results show that: the recycled coarse or fine aggregate replacement ratio, concrete strength, steel bar type and anchorage length are the main influence factors on the bond slip behavior. The bond slip behavior decreases when the recycled fine aggregate replacement ratio is over 50%. Comparing with the normal concrete specimens, the bond efficiency ratio of the recycled coarse concrete increases obviously. © 2016, Editorial Office of Journal of Building Structures. All right reserved.
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