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    Delamination Failure in Concrete Beams Retrofitted with a Bonded Plate 

    Source: Journal of Materials in Civil Engineering:;2001:;Volume ( 013 ):;issue: 002
    Author(s): Christopher K. Y. Leung
    Publisher: American Society of Civil Engineers
    Abstract: Concrete beams are often retrofitted with bonded steel or composite plates. The failure of the retrofitted member is usually due to delamination of the plate from the beam. Delamination can occur either at the end of the ...
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    Modeling of Concrete Cracking Induced by Steel Expansion 

    Source: Journal of Materials in Civil Engineering:;2001:;Volume ( 013 ):;issue: 003
    Author(s): Christopher K. Y. Leung
    Publisher: American Society of Civil Engineers
    Abstract: When steel reinforcement corrodes in a concrete structure, the expansion of corrosion products often leads to cracking in the concrete. In this paper, a simple physical model is developed to relate the size of cracks to ...
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    Design Criteria for Pseudoductile Fiber-Reinforced Composites 

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 001
    Author(s): Christopher K. Y. Leung
    Publisher: American Society of Civil Engineers
    Abstract: The toughness of brittle materials can be significantly improved by the incorporation of fibers. Moreover, both theoretical and experimental investigations have shown that properly designed fiber composites can exhibit ...
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    Fracture‐Based Two‐Way Debonding Model for Discontinuous Fibers in Elastic Matrix 

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 011
    Author(s): Christopher K. Y. Leung
    Publisher: American Society of Civil Engineers
    Abstract: The mechanical performance of brittle and quasi‐brittle materials can be significantly improved by the introduction of fibers. Fiber debonding, which results in the formation of bridging ligaments at the wake of cracks, ...
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    Strength Improvement of Strain-Hardening Cementitious Composites with Ultrahigh-Volume Fly Ash 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 009
    Author(s): Jing Yu; Christopher K. Y. Leung
    Publisher: American Society of Civil Engineers
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    Effect of Uniaxial Strength and Fracture Parameters of Concrete on Its Biaxial Compressive Strength 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 006
    Author(s): E. Chen; Christopher K. Y. Leung
    Publisher: American Society of Civil Engineers
    Abstract: The biaxial compressive behavior of concrete has been widely studied in the literature, and the biaxial envelope has always been reported for a particular uniaxial compressive strength. However, there is no theoretical or ...
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    Numerical Simulation of Chloride-Induced Corrosion Initiation in Reinforced Concrete Structures with Cracks 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 003
    Author(s): Christopher K. Y. Leung; Dongwei Hou
    Publisher: American Society of Civil Engineers
    Abstract: Steel corrosion is a major problem with concrete structures. For cracked concrete structures exposed to chloride environment, chloride diffusivity through the crack (
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    Optimal Steel Fiber Strength for Reinforcement of Cementitious Materials 

    Source: Journal of Materials in Civil Engineering:;1999:;Volume ( 011 ):;issue: 002
    Author(s): Christopher K. Y. Leung; Nathan Shapiro
    Publisher: American Society of Civil Engineers
    Abstract: Steel fiber is the most common type of fiber reinforcement in cementitious materials. The reinforcement efficiency, in terms of maximum crack bridging force and total energy absorption during fiber pullout, is a function ...
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    Effect of End Tapering on Crack-Induced FRP Debonding from the Concrete Substrate 

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 001
    Author(s): Jinlong Pan; Christopher K. Y. Leung
    Publisher: American Society of Civil Engineers
    Abstract: The technique of bonding fiber-reinforced plastic (FRP) plates on the tensile side of concrete members has been proved to be an effective method for structural strengthening. For a RC beam strengthened with FRP plates, ...
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    Shear Span–Depth Ratio Effect on Behavior of RC Beam Shear Strengthened with Full-Wrapping FRP Strip 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 003
    Author(s): Weiwen Li; Christopher K. Y. Leung
    Publisher: American Society of Civil Engineers
    Abstract: Shear span-to-effective depth ratio (av/d) is known to affect the shear behavior of RC members. However, this effect has not been appropriately addressed in existing design guidelines for the fiber-reinforced polymer (FRP) ...
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