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Experimental investigation of the load carrying capacity of eccentrically loaded reinforced concrete elements strengthened with CFRP

dc.rights.licenseKūrybinių bendrijų licencija / Creative Commons licenceen_US
dc.contributor.authorDaugevičius, Mykolas
dc.contributor.authorValivonis, Juozas
dc.contributor.authorBeinaravičius, Artūras
dc.contributor.authorSkuturna, Tomas
dc.contributor.authorBudvytis, Marius
dc.date.accessioned2025-03-26T10:16:39Z
dc.date.available2025-03-26T10:16:39Z
dc.date.issued2013
dc.identifier.issn1877-7058en_US
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/157067
dc.description.abstractThe article analyses the behavior of eccentrically loaded confined rectangular cross section reinforced concrete elements. Fourteen elements were tested, 6 of which were strengthened with carbon fiber reinforced polymer. The influence of the eccentricity of vertical loading on the behavior of strengthened and non-strengthened elements was investigated. It was experimentally determined that the influence of concrete confinement decreases when loading eccentricity increases. It is necessary to take into account the decrease of the confined concrete strength when the load carrying capacity of eccentrically loaded element is evaluated.en_US
dc.format.extent6 p.en_US
dc.format.mediumTekstas / Texten_US
dc.language.isoenen_US
dc.relation.urihttps://etalpykla.vilniustech.lt/handle/123456789/156173en_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.source.urihttps://www.sciencedirect.com/science/article/pii/S1877705813007625en_US
dc.subjecteccentrically loadeden_US
dc.subjectconcrete confinementen_US
dc.subjectconfined concrete strengthen_US
dc.subjectload carrying capacityen_US
dc.subjectbrittle failureen_US
dc.titleExperimental investigation of the load carrying capacity of eccentrically loaded reinforced concrete elements strengthened with CFRPen_US
dc.typeKonferencijos publikacija / Conference paperen_US
dcterms.accessRightsLaisvai prieinamas / Openly availableen_US
dcterms.accrualMethodRankinis pateikimas / Manual submissionen_US
dcterms.issued2013-05-17
dcterms.licenseCC BY NC NDen_US
dcterms.references11en_US
dc.description.versionTaip / Yesen_US
dc.type.pubtypeK1a - Monografija / Monographen_US
dc.contributor.institutionVilniaus Gedimino technikos universitetasen_US
dc.contributor.institutionVilnius Gediminas Technical Universityen_US
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineeringen_US
dc.contributor.departmentGelžbetoninių konstrukcijų ir geotechnikos katedra / Department of Reinforced Concrete Structures and Geotechnicsen_US
dc.contributor.departmentGelžbetoninių ir mūrinių konstrukcijų katedra / Department of Reinforced Concrete and Masonry Structuresen_US
dcterms.sourcetitleProcedia Engineeringen_US
dc.description.volumevol. 57en_US
dc.publisher.nameElsevieren_US
dc.publisher.countryUnited Kingdomen_US
dc.publisher.cityOxforden_US
dc.identifier.doihttps://doi.org/10.1016/j.proeng.2013.04.032en_US


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Except where otherwise noted, this item's license is described as Kūrybinių bendrijų licencija / Creative Commons licence