Numerical Study on CFRP Strengthening of Reinforced Concrete Frames with Masonry Infill Walls

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dc.contributor.authorAkin, Emre
dc.contributor.authorOzcebe, Guney
dc.contributor.authorCanbay, Erdem
dc.contributor.authorBinici, Baris
dc.date.accessioned2020-03-26T18:51:48Z
dc.date.available2020-03-26T18:51:48Z
dc.date.issued2014
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractIn the last decade, a new strengthening methodology has been developed for reinforced concrete (RC) frames with hollow clay tile (HCT) infill walls by means of diagonally applied carbon fiber-reinforced polymer (CFRP) fabrics. In the experimental part of a study conducted by the authors, this user-friendly methodology was experimentally investigated considering different aspect (height/width) ratios of the infill walls. In this study, first a numerical model of the FRP strengthened infill walls strengthened with the proposed methodology is developed. Afterwards, the numerical simulation results are validated by use of experimental response curves and finally, a parametric study, which further investigates the effect of aspect ratio of HCT infill walls is presented.en_US
dc.description.sponsorshipBAP [BAP-08-11-DPT-2002K120510]en_US
dc.description.sponsorshipThe experimental part of this study was conducted at METU Structural Mechanics Laboratory with the financial support of BAP (Grant No. BAP-08-11-DPT-2002K120510).en_US
dc.identifier.doi10.1061/(ASCE)CC.1943-5614.0000426en_US
dc.identifier.issn1090-0268en_US
dc.identifier.issn1943-5614en_US
dc.identifier.issue2en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.urihttps://dx.doi.org/10.1061/(ASCE)CC.1943-5614.0000426
dc.identifier.urihttps://hdl.handle.net/20.500.12395/31031
dc.identifier.volume18en_US
dc.identifier.wosWOS:000332830800014en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherASCE-AMER SOC CIVIL ENGINEERSen_US
dc.relation.ispartofJOURNAL OF COMPOSITES FOR CONSTRUCTIONen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectInfill wallsen_US
dc.subjectNumerical modelsen_US
dc.subjectReinforced concreteen_US
dc.subjectRehabilitationen_US
dc.subjectFiber-reinforced materialsen_US
dc.titleNumerical Study on CFRP Strengthening of Reinforced Concrete Frames with Masonry Infill Wallsen_US
dc.typeArticleen_US

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