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Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/68389
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dc.contributor.authorVincent, T.-
dc.contributor.authorOzbakkaloglu, T.-
dc.date.issued2009-
dc.identifier.citationProceedings the 9th International Symposium on Fiber Reinforced Polymer Peinforcement for Concrete Structures (FRPRCS-9) / D. J. Oehlers, M.C. Griffith and R. Seracino (eds.): pp.1-4-
dc.identifier.isbn9780980675504-
dc.identifier.urihttp://hdl.handle.net/2440/68389-
dc.description.statementofresponsibilityThomas Vincent and Togay Ozbakkaloglu-
dc.language.isoen-
dc.publisherFRPRCS-9-
dc.rightsCopyright status unknown-
dc.source.urihttp://www.dist.unina.it/proc/2009/FRPRCS9/Theme%2010/Index.html-
dc.subjectcolumns-
dc.subjectconcrete-
dc.subjectconfinement-
dc.subjectfibre reinforced polymers (FRP)-
dc.subjecthigh-strength concrete-
dc.subjectstress-strain relations-
dc.titleInfluence of concrete strength and fibre type on the compressive behaviour of FRP-confined high-strength concrete-
dc.typeConference paper-
dc.contributor.conferenceInternational Symposium on FRP Reinforcement for Concrete Structures (9th : 2009 : Sydney, Australia)-
dc.publisher.placeAustralia-
pubs.publication-statusPublished-
dc.identifier.orcidOzbakkaloglu, T. [0000-0003-3015-736X]-
Appears in Collections:Aurora harvest
Civil and Environmental Engineering publications

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