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    Cracking and Deformability of Concrete Flexural Sections with Fiber Reinforced Polymer 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 009
    Author(s): John Newhook; Amin Ghali; Gamil Tadros
    Publisher: American Society of Civil Engineers
    Abstract: When fiber reinforced polymer (FRP) bars are used as reinforcement in concrete sections in flexure, it is necessary to control the width of cracks by limiting the tensile stress in the FRP in service to a small fraction ...
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    Performance of GFRP-Reinforced Concrete Beams Subjected to High-Sustained Load and Natural Aging for 10 Years 

    Source: Journal of Composites for Construction:;2020:;Volume ( 024 ):;issue: 005
    Author(s): Yasin Esmaeili; Abolfazl Eslami; John Newhook; Brahim Benmokrane
    Publisher: ASCE
    Abstract: The long-term performance of glass fiber-reinforced polymer (GFRP) bars under high levels of sustained load combined with real field conditioning has not yet been thoroughly investigated. Our experimental investigation ...
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