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    Numerical Analysis of the Flexural Response of CFRP-Strengthened RC Beams Subjected to Low-Velocity Impact

    Source: Journal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 001::page 04025057-1
    Author:
    Kawarai, Tomoki
    ,
    Komuro, Masato
    ,
    Kishi, Norimitsu
    DOI: 10.1061/JCCOF2.CCENG-5211
    Publisher: American Society of Civil Engineers
    Abstract: Abstract A fiber-reinforced polymer (FRP) sheet bonding method for the flexural strengthening of existing RC members under impact loading has not yet been established because the strengthening effects of the sheet and the impact resistance behavior of ... Practical Applications RC infrastructures may be subjected to impact loads due to subversive activities by terrorists, serious natural disasters, debris flows and rockfalls associated with climate change, and collisions of vehicles and ships with bridge ...
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      Numerical Analysis of the Flexural Response of CFRP-Strengthened RC Beams Subjected to Low-Velocity Impact

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314545
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    contributor authorKawarai, Tomoki
    contributor authorKomuro, Masato
    contributor authorKishi, Norimitsu
    date accessioned2026-08-20T21:29:34Z
    date available2026-08-20T21:29:34Z
    date copyright2025/12/04
    date issued2026
    identifier otherJCCOF2.CCENG-5211.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314545
    description abstractAbstract A fiber-reinforced polymer (FRP) sheet bonding method for the flexural strengthening of existing RC members under impact loading has not yet been established because the strengthening effects of the sheet and the impact resistance behavior of ... Practical Applications RC infrastructures may be subjected to impact loads due to subversive activities by terrorists, serious natural disasters, debris flows and rockfalls associated with climate change, and collisions of vehicles and ships with bridge ...
    publisherAmerican Society of Civil Engineers
    titleNumerical Analysis of the Flexural Response of CFRP-Strengthened RC Beams Subjected to Low-Velocity Impact
    typeJournal Article
    journal volume30
    journal issue1
    journal titleJournal of Composites for Construction
    identifier doi10.1061/JCCOF2.CCENG-5211
    journal fristpage04025057-1
    journal lastpage04025057-12
    page12
    treeJournal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 001
    contenttypeFulltext
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