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    Framework for Time-Dependent Reliability of GFRP-RC Slab-on-Girder Bridge Decks under Freeze–Thaw and Creep Rupture Effects: Application for Sustainable Designs in Nova Scotia, Canada

    Source: Journal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 002::page 04025103-1
    Author:
    Idemudia, David
    ,
    Oudah, Fadi
    ,
    Newhook, John
    DOI: 10.1061/JBENF2.BEENG-7163
    Publisher: American Society of Civil Engineers
    Abstract: Abstract This paper presents a framework to conduct time-dependent reliability analysis of tension- and compression-controlled flexural design of glass fiber–reinforced polymer (GFRP)-reinforced concrete (RC) slab-on-girder bridge decks. The framework ...
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      Framework for Time-Dependent Reliability of GFRP-RC Slab-on-Girder Bridge Decks under Freeze–Thaw and Creep Rupture Effects: Application for Sustainable Designs in Nova Scotia, Canada

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314271
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    contributor authorIdemudia, David
    contributor authorOudah, Fadi
    contributor authorNewhook, John
    date accessioned2026-08-20T21:18:49Z
    date available2026-08-20T21:18:49Z
    date copyright2025/12/03
    date issued2026
    identifier otherJBENF2.BEENG-7163.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314271
    description abstractAbstract This paper presents a framework to conduct time-dependent reliability analysis of tension- and compression-controlled flexural design of glass fiber–reinforced polymer (GFRP)-reinforced concrete (RC) slab-on-girder bridge decks. The framework ...
    publisherAmerican Society of Civil Engineers
    titleFramework for Time-Dependent Reliability of GFRP-RC Slab-on-Girder Bridge Decks under Freeze–Thaw and Creep Rupture Effects: Application for Sustainable Designs in Nova Scotia, Canada
    typeJournal Article
    journal volume31
    journal issue2
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-7163
    journal fristpage04025103-1
    journal lastpage04025103-14
    page14
    treeJournal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 002
    contenttypeFulltext
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