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    Unified Strength Model for FRP Anchors under Pullout and Concrete-Related Failure Modes

    Source: Journal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 003::page 04026012-1
    Author:
    Zhang, Junrui
    ,
    del Rey Castillo, Enrique
    ,
    Kanitkar, Ravi
    ,
    Lin, Sheng-Hsuan
    ,
    Allen, Tom
    ,
    Hogan, Lucas
    ,
    Borwankar, Aniket D.
    DOI: 10.1061/JCCOF2.CCENG-5514
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Externally bonded fiber-reinforced polymer (FRP) systems effectively strengthen RC structures but are often limited by interfacial debonding. Fiber-reinforced polymer (FRP) anchors have emerged as a practical solution to bypass this limitation, ...
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      Unified Strength Model for FRP Anchors under Pullout and Concrete-Related Failure Modes

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314580
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    contributor authorZhang, Junrui
    contributor authordel Rey Castillo, Enrique
    contributor authorKanitkar, Ravi
    contributor authorLin, Sheng-Hsuan
    contributor authorAllen, Tom
    contributor authorHogan, Lucas
    contributor authorBorwankar, Aniket D.
    date accessioned2026-08-20T21:30:55Z
    date available2026-08-20T21:30:55Z
    date copyright2026/03/16
    date issued2026
    identifier otherJCCOF2.CCENG-5514.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314580
    description abstractAbstract Externally bonded fiber-reinforced polymer (FRP) systems effectively strengthen RC structures but are often limited by interfacial debonding. Fiber-reinforced polymer (FRP) anchors have emerged as a practical solution to bypass this limitation, ...
    publisherAmerican Society of Civil Engineers
    titleUnified Strength Model for FRP Anchors under Pullout and Concrete-Related Failure Modes
    typeJournal Article
    journal volume30
    journal issue3
    journal titleJournal of Composites for Construction
    identifier doi10.1061/JCCOF2.CCENG-5514
    journal fristpage04026012-1
    journal lastpage04026012-15
    page15
    treeJournal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 003
    contenttypeFulltext
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