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    State of Research on Seismic Retrofit of RC Beam-Column Joints with Externally Bonded FRP 

    Source: Journal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 001
    Author(s): Abdelhak Bousselham
    Publisher: American Society of Civil Engineers
    Abstract: A considerable amount of research has been directed recently toward understanding and promoting the use of externally applied fiber-reinforced polymer (FRP) for the seismic retrofit of reinforced concrete (RC) structures. ...
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    Mechanisms of Shear Resistance of Concrete Beams Strengthened in Shear with Externally Bonded FRP 

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 005
    Author(s): Abdelhak Bousselham; Omar Chaallal
    Publisher: American Society of Civil Engineers
    Abstract: In recent years, numerous investigations have addressed the shear strengthening of reinforced concrete (RC) beams with externally bonded fiber-reinforced polymer (FRP) composites. Despite this research effort, the mechanisms ...
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    Maximum Shear Strength of RC Beams Retrofitted in Shear with FRP Composites 

    Source: Journal of Composites for Construction:;2009:;Volume ( 013 ):;issue: 004
    Author(s): Abdelhak Bousselham; Omar Chaallal
    Publisher: American Society of Civil Engineers
    Abstract: In reinforced concrete (RC) beams strengthened in shear with fiber-reinforced polymer (FRP), crushing of the web can be a potential mode of failure. The guidelines provided by codes and standards for the design of structures ...
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    Fatigue Performance of RC Beams Strengthened in Shear with CFRP Fabrics 

    Source: Journal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 004
    Author(s): Omar Chaallal; Fateh Boussaha; Abdelhak Bousselham
    Publisher: American Society of Civil Engineers
    Abstract: In recent years, a tremendous effort has been directed toward understanding and promoting the use of externally bonded fiber-reinforced polymer (FRP) composites to strengthen concrete structures. Despite this research ...
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