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    Flexural Strengthening of Steel Bridges with High Modulus CFRP Strips 

    Source: Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 002
    Author(s): David Schnerch; Sami Rizkalla
    Publisher: American Society of Civil Engineers
    Abstract: Acceptance of carbon fiber-reinforced polymer (CFRP) materials for strengthening concrete structures, together with the recent availability of higher modulus CFRP strips, has resulted in the possibility to also strengthen ...
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    Closure to “Flexural Strengthening of Steel Bridges with High Modulus CFRP Strips” by David Schnerch and Sami Rizkalla 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 001
    Author(s): David Schnerch; Sami Rizkalla
    Publisher: American Society of Civil Engineers
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    Rectangular Filament-Wound Glass Fiber Reinforced Polymer Tubes Filled with Concrete under Flexural and Axial Loading: Experimental Investigation 

    Source: Journal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 001
    Author(s): Amir Fam; David Schnerch; Sami Rizkalla
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents results of an experimental investigation on three beams and five short columns, consisting of glass fiber reinforced polymer concrete-filled rectangular filament-wound tubes (CFRFTs). The tubes included ...
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