Abstract: Bond behavior of coated rebar spliced in concrete has gained significant attention due to the modified interfacial behavior between the coated surface and cementitious materials. This paper proposes an analytical model to ...

Abstract: Two distinct groups of bond models were developed on the basis of dominant concrete splitting and rebar–concrete interfacial failures, respectively. Their accuracy highly depended on the specific test data sets selected ...

Abstract: In this study, a lightweight prestressed steel jacket (PSJ) was proposed and developed for rapid and cost-effective repair of a severely damaged circular reinforced concrete column. The PSJ is composed of several prestressed ...