Axial compressive behavior of circular high-strength concrete-filled FRP tubes

Simple item page
dc.contributor.authorOzbakkaloglu, T.
dc.contributor.authorVincent, T.
dc.date.issued2014
dc.description.abstractAbstract not available
dc.description.statementofresponsibilityTogay Ozbakkaloglu and Thomas Vincent
dc.identifier.citationJournal of Composites for Construction, 2014; 18(2):04013037-1-04013037-11
dc.identifier.doi10.1061/(ASCE)CC.1943-5614.0000410
dc.identifier.issn1090-0268
dc.identifier.issn1943-5614
dc.identifier.orcidOzbakkaloglu, T. [0000-0003-3015-736X]
dc.identifier.urihttp://hdl.handle.net/2440/94683
dc.language.isoen
dc.publisherAmerican Society of Civil Engineers
dc.rights© ASCE
dc.source.urihttps://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
pubs.publication-statusPublished

Files

Collections

Civil and Environmental Engineering publications