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

Seyed Arman Hosseini; Abolfazl Eslami; Ahmed Sabry Farghaly; Adel ElSafty; Brahim Benmokrane

doi:10.1061/jccof2.cceng-5391

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

Seyed Arman Hosseini
, Abolfazl Eslami
, Ahmed Sabry Farghaly
, Adel ElSafty
, Brahim Benmokrane

School of Engineering

Producción científica: Article › revisión exhaustiva

Idioma original	English
Número de artículo	04026018
Publicación	Journal of Composites for Construction
Volumen	30
N.º	3
DOI	https://doi.org/10.1061/jccof2.cceng-5391
Estado	Published - mar 27 2026

ASJC Scopus Subject Areas

Ceramics and Composites
Civil and Structural Engineering
Building and Construction
Mechanics of Materials
Mechanical Engineering

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10.1061/jccof2.cceng-5391

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AU - Hosseini, Seyed Arman

AU - Eslami, Abolfazl

AU - Farghaly, Ahmed Sabry

AU - ElSafty, Adel

AU - Benmokrane, Brahim

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KW - Design codes

KW - Fiber-reinforced concrete

KW - Glass fiber–reinforced polymer reinforcing bars

KW - Lap splicing

KW - Splice length

KW - Splice staggering

KW - Synthetic macrofiber

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