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    Confinement Properties of GFRP-Reinforced Concrete Circular Columns under Simulated Seismic Loading 

    Source: Journal of Composites for Construction:;2021:;Volume ( 025 ):;issue: 002:;page 04020088-1
    Author(s): Amr E. M. Abdallah; Ehab El-Salakawy
    Publisher: ASCE
    Abstract: Columns in earthquake-resistant reinforced concrete (RC) structures need to be adequately confined to provide satisfactory levels of stability and deformability. In circular RC columns, confinement can be provided by spirals ...
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    Behavior of GFRP-RC Interior Slab-Column Connections with Shear Studs and High-Moment Transfer 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 004
    Author(s): Ahmed Gouda; Ehab El-Salakawy
    Publisher: American Society of Civil Engineers
    Abstract: Six full-scale reinforced-concrete (RC) interior slab-column connections of glass fiber–reinforced polymer (GFRP) were constructed and tested to failure. The specimen consisted of a square slab with a 2,800-mm side length ...
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    Effect of Transverse Reinforcement Ratio on the Shear Strength of GFRP-RC Continuous Beams 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 001
    Author(s): Karam Mahmoud; Ehab El-Salakawy
    Publisher: American Society of Civil Engineers
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    Lap Splice in GFRP-RC Rectangular Columns Subjected to Cyclic-Reversed Loads 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 004
    Author(s): Syed Naqvi; Ehab El-Salakawy
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the experimental results of five full-scale glass fiber–reinforced polymer (GFRP) reinforced concrete (RC) columns with lap splices under axial and cyclic-reversed loads. One additional reference column ...
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    Punching Shear Strength of GFRP-RC Interior Slab–Column Connections Subjected to Moment Transfer 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 001
    Author(s): Ahmed Gouda; Ehab El-Salakawy
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the test results of five full-scale reinforced concrete (RC) interior slab–column connections. Each specimen consisted of a 2,800-mm square slab with a thickness of 200 and 300-mm square central column ...
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    Shear Capacity of Exterior Beam-Column Joints Reinforced with GFRP Bars and Stirrups 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 002
    Author(s): Mohamed Hasaballa; Ehab El-Salakawy
    Publisher: American Society of Civil Engineers
    Abstract: The demand for sustainable concrete structures with longer service life and lower maintenance cost has been driving the use of glass fiber-reinforced polymer (GFRP) reinforcement in new concrete structures. The behavior ...
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    Shear Strength of GFRP-Reinforced Concrete Continuous Beams with Minimum Transverse Reinforcement 

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 001
    Author(s): Karam Mahmoud; Ehab El-Salakawy
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the shear behavior of continuous concrete beams reinforced with glass fiber–reinforced polymer (GFRP) bars and stirrups. A total of six beams, with
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    Punching Shear Strength of GFRP-RC Interior Slab–Column Connections Subjected to Moment Transfer 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 001
    Author(s): Ahmed Gouda; Ehab El-Salakawy
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the test results of five full-scale reinforced concrete (RC) interior slab–column connections. Each specimen consisted of a 2,800-mm square slab with a thickness of 200 and 300-mm square central column ...
    Request PDF

    Behavior of GFRP-RC Interior Slab-Column Connections with Shear Studs and High-Moment Transfer 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 004
    Author(s): Ahmed Gouda; Ehab El-Salakawy
    Publisher: American Society of Civil Engineers
    Abstract: Six full-scale reinforced-concrete (RC) interior slab-column connections of glass fiber–reinforced polymer (GFRP) were constructed and tested to failure. The specimen consisted of a square slab with a 2,800-mm side length ...
    Request PDF

    Shear Capacity of Exterior Beam-Column Joints Reinforced with GFRP Bars and Stirrups 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 002
    Author(s): Mohamed Hasaballa; Ehab El-Salakawy
    Publisher: American Society of Civil Engineers
    Abstract: The demand for sustainable concrete structures with longer service life and lower maintenance cost has been driving the use of glass fiber-reinforced polymer (GFRP) reinforcement in new concrete structures. The behavior ...
    Request PDF
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