Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/11483
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dc.contributor.authorİspir, Medine-
dc.contributor.authorDalgıç, Korhan Deniz-
dc.contributor.authorİlki, Alper-
dc.date.accessioned2021-11-06T09:49:35Z-
dc.date.available2021-11-06T09:49:35Z-
dc.date.issued2021-
dc.identifier.issn1090-0268-
dc.identifier.issn1943-5614-
dc.identifier.urihttps://doi.org/10.1061/(ASCE)CC.1943-5614.0001156-
dc.identifier.urihttps://hdl.handle.net/11147/11483-
dc.description.abstractThe aim of this study is to define the cyclic axial behavior of hybrid FRP (fiber reinforced polymer)-confined concrete based on the results of an experimental study presented here. Two different types of fiber sheets with different ultimate tensile strain capacities were used together in a suitable epoxy resin matrix to confine concrete. The inner and outer jackets of the concrete confinement were constituted with carbon (or glass) sheets with a relatively low tensile strain capacity and polyethylene terephthalate (PET) sheets with a high tensile strain capacity. PET fibers, which are a relatively new type of fiber, are made from recycled plastics. By varying the number of layers of the outer fiber sheet, different combinations were formed for the hybrid jackets. To characterize the cyclic axial behavior of hybrid FRP-confined concrete, experimental data were utilized to obtain the axial stress-strain relationship and dilation behavior. Based on the results, a stress-strain model for the envelope curve of the cyclic response of hybrid FRP-confined concrete is proposed.en_US
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineersen_US
dc.relation.ispartofJournal of Composites for Constructionen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCFRPen_US
dc.subjectConcrete confinementen_US
dc.subjectCompressionen_US
dc.subjectCyclic axial loadingen_US
dc.subjectHybrid confinementen_US
dc.subjectPET-FRPen_US
dc.subjectLarge rupture strainen_US
dc.titleCyclic compressive behavior of hybrid FRP-confined concreteen_US
dc.typeArticleen_US
dc.authorid0000-0003-0468-2830-
dc.institutionauthorDalgıç, Korhan Deniz-
dc.identifier.volume25en_US
dc.identifier.issue5en_US
dc.identifier.wosWOS:000686121200006en_US
dc.identifier.scopus2-s2.0-85112753265en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1061/(ASCE)CC.1943-5614.0001156-
dc.authorwosidIlki, Alper/A-1941-2014-
dc.identifier.wosqualityQ1-
dc.identifier.scopusqualityQ1-
item.openairetypeArticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextWith Fulltext-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.grantfulltextopen-
crisitem.author.dept03.03. Department of Civil Engineering-
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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