Structural behavior of RC beams strengthened using fiber-reinforced polymer U-jackets

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dc.authoridMaras, Muslum Murat/0000-0002-6324-207X
dc.authorwosidMaras, Muslum Murat/ABG-7987-2020
dc.contributor.authorMaras, Muslum Murat
dc.contributor.authorKantarci, Fatih
dc.date.accessioned2024-08-04T20:53:24Z
dc.date.available2024-08-04T20:53:24Z
dc.date.issued2023
dc.departmentİnönü Üniversitesien_US
dc.description.abstractThe study aims to identify flexural behavior of RC beams strengthened using three different fiber-reinforced polymers (FRPs) with differential cross-sections configuration (i.e., middle and support sections). The experimental and calculations results of strengthening methods for RC beams were investigated utilizing FRPs under flexural loading. The strengthening FRP materials (CFRP, AFRP, and GFRP) were externally attached to the surface of the samples with U-wrapped shape at the three different regions of the beams. The experimental results were compared with the fiber polymer systems of the American Concrete Institute according to the ACI 440.2R-08 standards. The results demonstrated that RC-9 specimen reinforced using AFRP exhibited higher load capacity performance than the others. The RC beams strengthened at both middle and support area exhibited more ductile behavior, which depends on the failure mode. Less crack formation was seen in the RC-10 beams reinforced with AFRP, both in the middle and in the support area, compared with reference sample. The experiment revealed that FRP U-jackets could be a promotive alternative to improve structural performance greatly and provide reliable and suitable solutions for sustainable buildings.en_US
dc.description.sponsorshipInonu University Project of Scientific Investigation (PSI) [2020/2062]en_US
dc.description.sponsorshipACKNOWLEDGMENTS The authors are grateful to the Inonu University Project of Scientific Investigation (PSI) for their financial support for this project, (2020/2062).en_US
dc.identifier.doi10.1002/suco.202200932
dc.identifier.endpage2401en_US
dc.identifier.issn1464-4177
dc.identifier.issn1751-7648
dc.identifier.issue2en_US
dc.identifier.scopus2-s2.0-85147505035en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage2384en_US
dc.identifier.urihttps://doi.org/10.1002/suco.202200932
dc.identifier.urihttps://hdl.handle.net/11616/101154
dc.identifier.volume24en_US
dc.identifier.wosWOS:000930564400001en_US
dc.identifier.wosqualityQ2en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherErnst & Sohnen_US
dc.relation.ispartofStructural Concreteen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAFRPen_US
dc.subjectbending testen_US
dc.subjectcracken_US
dc.subjectductilityen_US
dc.subjectstrengtheningen_US
dc.titleStructural behavior of RC beams strengthened using fiber-reinforced polymer U-jacketsen_US
dc.typeArticleen_US

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