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    Bond Strength of Staggered and Nonstaggered GFRP Lap-Spliced Bars in Normal and Fiber-Reinforced Concrete Beams

    Source: Journal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 003::page 04026018-1
    Author:
    Hosseini, Seyed Arman
    ,
    Eslami, Abolfazl
    ,
    Farghaly, Ahmed Sabry
    ,
    ElSafty, Adel
    ,
    Benmokrane, Brahim
    DOI: 10.1061/JCCOF2.CCENG-5391
    Publisher: American Society of Civil Engineers
    Abstract: Abstract This study evaluated the performance of glass fiber–reinforced polymer (GFRP) lap-spliced bars in concrete beams, focusing on the effects of splice configuration and the use of fiber-reinforced concrete using macrosynthetic fibers through large-...
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      Bond Strength of Staggered and Nonstaggered GFRP Lap-Spliced Bars in Normal and Fiber-Reinforced Concrete Beams

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    contributor authorHosseini, Seyed Arman
    contributor authorEslami, Abolfazl
    contributor authorFarghaly, Ahmed Sabry
    contributor authorElSafty, Adel
    contributor authorBenmokrane, Brahim
    date accessioned2026-08-20T21:30:36Z
    date available2026-08-20T21:30:36Z
    date copyright2026/03/27
    date issued2026
    identifier otherJCCOF2.CCENG-5391.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314572
    description abstractAbstract This study evaluated the performance of glass fiber–reinforced polymer (GFRP) lap-spliced bars in concrete beams, focusing on the effects of splice configuration and the use of fiber-reinforced concrete using macrosynthetic fibers through large-...
    publisherAmerican Society of Civil Engineers
    titleBond Strength of Staggered and Nonstaggered GFRP Lap-Spliced Bars in Normal and Fiber-Reinforced Concrete Beams
    typeJournal Article
    journal volume30
    journal issue3
    journal titleJournal of Composites for Construction
    identifier doi10.1061/JCCOF2.CCENG-5391
    journal fristpage04026018-1
    journal lastpage04026018-16
    page16
    treeJournal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 003
    contenttypeFulltext
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