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    Corrosion of Reinforcement in Relation to Presence of Defects at the Interface between Steel and Concrete 

    Source: Journal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 004
    Author(s): T. A. Söylev; R. François
    Publisher: American Society of Civil Engineers
    Abstract: In this study, steel-concrete interface defects were analyzed in order to define their potential to induce corrosion. Various types of steel-concrete interface defects were classified into two main groups: macrodefects and ...
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    Effect of Bars Properties on Bond Strength of Galvanized Reinforcement 

    Source: Journal of Materials in Civil Engineering:;2001:;Volume ( 013 ):;issue: 006
    Author(s): F. Belaïd; G. Arliguie; R. François
    Publisher: American Society of Civil Engineers
    Abstract: Galvanized coating is used to prevent corrosion of reinforcing bars. Contrary to steel, this coating reacts with the surrounding aqueous phase of the cement paste and induces a delay in the hydration of the interfacial ...
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    Structural Response of Corroded, Unbonded Posttensioned Beams 

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 007
    Author(s): A. Castel; D. Coronelli; N. A. Vu; R. François
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the development of models and the analytical study of the structural response of deteriorating unbonded posttensioned beams, with the aim of providing suitable tools for the evaluation of existing ...
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