This study focused on bond degradation in cracked concrete due to rebar corrosion. Monotonic and cyclic pull-out tests were conducted on concrete specimens using EAFP to simulate cracking due to rebar corrosion. The test results confirm that the maximum bond stress decreased with the increase of induced crack width. For specimens with short bond length, hysteresis models were developed, which generally well represented the bond stress-slip behavior in the test results. For specimens with long bond length, bond analysis was conducted using the proposed models and the analytical results showed good agreements with the test results.
