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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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    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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    Behavior of Prestressed Hollow-Core Slabs Strengthened in Flexure with Near-Surface Mounted Carbon Fiber-Reinforced Polymer Reinforcement 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 006
    Author(s): Steven Foubert; Karam Mahmoud; Ehab El-Salakawy
    Publisher: American Society of Civil Engineers
    Abstract: Flexural strengthening of reinforced concrete using near-surface mounted (NSM) fiber-reinforced polymer (FRP) composites is a widely studied topic, and a promising technology. However, overlooked applications such as ...
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    Experimental Investigation of Large-Scale Eccentrically Loaded GFRP-Reinforced High-Strength Concrete Columns 

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 002:;page 04021072
    Author(s): Mu’taz Almomani; Karam Mahmoud; Ehab F. El-Salakawy
    Publisher: ASCE
    Abstract: Ten large-scale high-strength concrete (HSC) circular columns were constructed and tested to failure. Nine columns were internally reinforced with glass fiber-reinforced polymer (GFRP) bars and spirals, whereas one was ...
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    Slender GFRP-RC Circular Columns under Concentric, Eccentric, and Flexural Loads: Experimental Investigation 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 007:;page 04021033-1
    Author(s): Shisir Barua; Karam Mahmoud; Ehab El-Salakawy
    Publisher: ASCE
    Abstract: The experimental results for large-scale slender circular reinforced concrete (RC) columns are presented and discussed in this study. One reference column was reinforced with steel bars and spirals, and five columns were ...
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    Behavior of Glass Fiber–Reinforced Polymer Reinforced Concrete Continuous T-Beams 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 002
    Author(s): S. M. Hasanur Rahman; Karam Mahmoud; Ehab El-Salakawy
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, test results of six large-scale glass fiber–reinforced polymer (GFRP) RC continuous T-beams are presented. The test specimens include one steel RC beam to serve as reference, one GFRP RC beam designed to ...
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    Properties of Nanomodified Fiber-Reinforced Cementitious Composites 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 010
    Author(s): Karam Mahmoud; Ahmed Ghazy; Mohamed T. Bassuoni; Ehab El-Salakawy
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the development of nanomodified fiber-reinforced cementitious composite (FRCC) mixtures. A total of seven mixtures were prepared using general use cement and a constant dosage of slag (40% replacement ...
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    Behavior of Simply Supported and Continuous Concrete Deep Beams Reinforced with GFRP Bars 

    Source: Journal of Composites for Construction:;2020:;Volume ( 024 ):;issue: 004
    Author(s): Ahmed M. Mohamed; Karam Mahmoud; Ehab F. El-Salakawy
    Publisher: ASCE
    Abstract: Reinforced concrete deep beams are common structural elements in bridges and high-rise buildings because of their ability to support higher concentrated loads compared with slender beams. In this study, three simply supported ...
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