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    Interface Shear Stress: A New Design Criterion for Plate Debonding 

    Source: Journal of Composites for Construction:;2001:;Volume ( 005 ):;issue: 001
    Author(s): Phalguni Mukhopadhyaya; Narayan Swamy
    Publisher: American Society of Civil Engineers
    Abstract: This paper critically assesses the applicability and reliability of existing analytical techniques to predict and/or prevent brittle plate debonding failure that occurs in reinforced concrete (RC) beams strengthened with ...
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    Structural Model to Predict the Failure Behavior of Plated Reinforced Concrete Beams 

    Source: Journal of Composites for Construction:;2004:;Volume ( 008 ):;issue: 002
    Author(s): Vincenzo Colotti; Giuseppe Spadea; Ramnath Narayan Swamy
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a theoretical model, based on truss analogy, to analyze the structural behavior at failure of reinforced concrete beams with steel plates or fiber-reinforced polymer lamitates bonded to their tension ...
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    Optimizing Structural Response of Beams Strengthened with GFRP Plates 

    Source: Journal of Composites for Construction:;1998:;Volume ( 002 ):;issue: 002
    Author(s): Phalguni Mukhopadhyaya; Narayan Swamy; Cyril Lynsdale
    Publisher: American Society of Civil Engineers
    Abstract: This paper addresses the structural implications when a glass fiber reinforced plastic (GFRP) plate is bonded externally to a reinforced concrete (RC) beam for flexural strengthening. Full-scale beams were tested in the ...
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    Durability of Mortars Made with Recycled Fine Aggregates Exposed to Sulfate Solutions 

    Source: Journal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 001
    Author(s): Seung-Tae Lee; Ramnath Narayan Swamy; Seong-Soo Kim; Yong-Gul Park
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the resistance of mortar specimens with two different recycled fine aggregates when they were exposed to sodium and magnesium sulfate solutions up to
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