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    Effect of Longitudinal Steel Ratio on Behavior of RC Beams Strengthened with FRP Composites: Experimental and FE Study 

    Source: Journal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 001
    Author(s): T. H. Almusallam; H. M. Elsanadedy; Y. A. Al-Salloum
    Publisher: American Society of Civil Engineers
    Abstract: This study experimentally and numerically investigates the effect of longitudinal steel ratio on the flexural performance of RC beams externally strengthened with fiber-reinforced polymer (FRP) composites. The experimental ...
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    Prediction of Intermediate Crack Debonding Strain of Externally Bonded FRP Laminates in RC Beams and One-Way Slabs 

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 005
    Author(s): H. M. Elsanadedy; H. Abbas; Y. A. Al-Salloum; T. H. Almusallam
    Publisher: American Society of Civil Engineers
    Abstract: Interface crack propagation of FRP (fiber-reinforced polymer) strengthened reinforced concrete (RC) flexural member is often initiated from the toes of the intermediate cracks and propagates towards the supports. This type ...
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    Closure to “Prediction of Intermediate Crack Debonding Strain of Externally Bonded FRP Laminates in RC Beams and One-Way Slabs” by H. M. Elsanadedy, H. Abbas, Y. A. Al-Salloum, and T. H. Almusallam 

    Source: Journal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 002
    Author(s): H. M. Elsanadedy; H. Abbas; Y. A. Al-Salloum; T. H. Almusallam
    Publisher: American Society of Civil Engineers
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