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Rotation-affected bond strength model between steel strand and concrete . . . This paper aims to develop an analytical model to predict the bond strength between seven-wire steel strand and concrete by considering the twisted exterior wires of strand Rotation-affected bond strength model between steel strand and concrete An analytical model, which considers the helical structural features of strand, is proposed to model bond strength for the pull-out failure case including strand rotation Rotation-affected bond strength model between steel strand and concrete . . . An analytical model, which considers the helical structural features of strand, is proposed to model bond strength for the pull-out failure case including strand rotation Rotation-affected bond strength model between steel strand and concrete Article “Rotation-affected bond strength model between steel strand and concrete” Detailed information of the J-GLOBAL is a service based on the concept of Linking, Expanding, and Sparking, linking science and technology information which hitherto stood alone to support the generation of ideas A new analytical model for bond strength between corroded steel strand . . . An analytical model is proposed for predicting the bond strength between the seven-wire steel strand and concrete, taking into account the corrosion characteristics of the steel strand in concrete A new analytical model for bond strength between corroded steel strand . . . An analytical model is proposed for predicting the bond strength between the seven-wire steel strand and concrete, taking into account the corrosion characteristics of the steel strand in Rotation-affected bond strength model between steel strand and concrete . . . By considering the combined effects of steel strand corrosion, stirrups and position of steel strand, an empirical model is proposed to predict the bond strength between corroded steel strand and concrete with reasonable accuracy Quantification of non-uniform mechanical interlock and rotation in . . . This study proposes a quantification method of the non-uniform mechanical interlock and rotation for modelling the bond-slip behavior between steel strand and concrete

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