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To assess the bond behavior of deformed steel bars in recycled aggregate concretes (RACs), pullout test curves were compared with the curves predicted using the equation proposed by Haraji and Guo. The test curves are well predicted by the numerical manner, which demonstrates that the overall bond stress-slip relationship of deformed steel rebar in RAC could be expressed numerically. For each recycled aggregate replacement level, the value of parameter a for the ascending branch is 486 Sun-Woodoi:10.12988/ces.2015.53116 fatcat:5pa4enkcnjgj3kson3ooil3gtm