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Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/114556
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dc.contributor.authorOzbakkaloglu, T.en
dc.contributor.authorFanggi, B.en
dc.contributor.authorZheng, J.en
dc.date.issued2016en
dc.identifier.citationMaterials and Design, 2016; 96:458-469en
dc.identifier.issn0264-1275en
dc.identifier.issn1873-4197en
dc.identifier.urihttp://hdl.handle.net/2440/114556-
dc.description.abstractAbstract not availableen
dc.description.statementofresponsibilityTogay Ozbakkaloglu, Butje Alfonsius Louk Fanggi, Junai Zhengen
dc.language.isoenen
dc.publisherElsevieren
dc.rights© 2016 Elsevier Ltd. All rights reserved.en
dc.subjectFiber-reinforced polymer (FRP); concrete; high-strength concrete (HSC); composite columns; confinement; stress-strain relationsen
dc.titleConfinement model for concrete in circular and square FRP-concrete-steel double-skin composite columnsen
dc.typeJournal articleen
dc.identifier.doi10.1016/j.matdes.2016.02.027en
pubs.publication-statusPublisheden
dc.identifier.orcidOzbakkaloglu, T. [0000-0003-3015-736X]en
Appears in Collections:Aurora harvest 8
Civil and Environmental Engineering publications

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