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    Two-Way Shear Behavior of GFRP-Reinforced Concrete Box Culverts with 70 MPa Concrete under CL-625 Truck Loading

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 011::page 04025073-1
    Author:
    Elnady, Ahmed
    ,
    Mousa, Salaheldin
    ,
    Benmokrane, Brahim
    DOI: 10.1061/JBENF2.BEENG-7558
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Although high-strength concrete is becoming more common in bridge and highway structures, its performance in glass fiber–reinforced polymer (GFRP)-reinforced box culverts under two-way shear remains unexplored. This study aimed to fill that gap ...
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      Two-Way Shear Behavior of GFRP-Reinforced Concrete Box Culverts with 70 MPa Concrete under CL-625 Truck Loading

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314301
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    contributor authorElnady, Ahmed
    contributor authorMousa, Salaheldin
    contributor authorBenmokrane, Brahim
    date accessioned2026-08-20T21:19:58Z
    date available2026-08-20T21:19:58Z
    date copyright2025/09/02
    date issued2025
    identifier otherJBENF2.BEENG-7558.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314301
    description abstractAbstract Although high-strength concrete is becoming more common in bridge and highway structures, its performance in glass fiber–reinforced polymer (GFRP)-reinforced box culverts under two-way shear remains unexplored. This study aimed to fill that gap ...
    publisherAmerican Society of Civil Engineers
    titleTwo-Way Shear Behavior of GFRP-Reinforced Concrete Box Culverts with 70 MPa Concrete under CL-625 Truck Loading
    typeJournal Article
    journal volume30
    journal issue11
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-7558
    journal fristpage04025073-1
    journal lastpage04025073-15
    page15
    treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 011
    contenttypeFulltext
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