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    Assessment of Development and Lap-Splice Lengths for New Generation GFRP Bars in Flexural Concrete Bridge and Structural Members

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 012::page 04025080-1
    Author:
    Hosseini, Seyed Arman
    ,
    Eslami, Abolfazl
    ,
    Farghaly, Ahmed Sabry
    ,
    Benmokrane, Brahim
    DOI: 10.1061/JBENF2.BEENG-7149
    Publisher: American Society of Civil Engineers
    Abstract: Abstract This study investigates the development and lap-splice length of high-modulus, high-tensile-strength new generation glass fiber–reinforced polymer (GFRP) bars under tension in concrete bridge and structural members. The bond strength is assessed ...
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      Assessment of Development and Lap-Splice Lengths for New Generation GFRP Bars in Flexural Concrete Bridge and Structural Members

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314270
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    contributor authorHosseini, Seyed Arman
    contributor authorEslami, Abolfazl
    contributor authorFarghaly, Ahmed Sabry
    contributor authorBenmokrane, Brahim
    date accessioned2026-08-20T21:18:47Z
    date available2026-08-20T21:18:47Z
    date copyright2025/10/07
    date issued2025
    identifier otherJBENF2.BEENG-7149.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314270
    description abstractAbstract This study investigates the development and lap-splice length of high-modulus, high-tensile-strength new generation glass fiber–reinforced polymer (GFRP) bars under tension in concrete bridge and structural members. The bond strength is assessed ...
    publisherAmerican Society of Civil Engineers
    titleAssessment of Development and Lap-Splice Lengths for New Generation GFRP Bars in Flexural Concrete Bridge and Structural Members
    typeJournal Article
    journal volume30
    journal issue12
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-7149
    journal fristpage04025080-1
    journal lastpage04025080-17
    page17
    treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 012
    contenttypeFulltext
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