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Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/94683
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dc.contributor.authorOzbakkaloglu, T.-
dc.contributor.authorVincent, T.-
dc.date.issued2014-
dc.identifier.citationJournal of Composites for Construction, 2014; 18(2):04013037-1-04013037-11-
dc.identifier.issn1090-0268-
dc.identifier.issn1943-5614-
dc.identifier.urihttp://hdl.handle.net/2440/94683-
dc.description.abstractAbstract not available-
dc.description.statementofresponsibilityTogay Ozbakkaloglu and Thomas Vincent-
dc.language.isoen-
dc.publisherAmerican Society of Civil Engineers-
dc.rights© ASCE-
dc.source.urihttp://dx.doi.org/10.1061/(asce)cc.1943-5614.0000410-
dc.subjectConcrete; High-strength concrete (HSC); Fiber-reinforced polymer (FRP); Columns; Concrete-filled FRP tube (CFFT); Confinement; Compressive strength; Stress-strain relationship-
dc.titleAxial compressive behavior of circular high-strength concrete-filled FRP tubes-
dc.typeJournal article-
dc.identifier.doi10.1061/(ASCE)CC.1943-5614.0000410-
pubs.publication-statusPublished-
dc.identifier.orcidOzbakkaloglu, T. [0000-0003-3015-736X]-
Appears in Collections:Aurora harvest 3
Civil and Environmental Engineering publications

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