Cyclic stress-strain model incorporating buckling effect for steel reinforcing bars embedded in FRP-confined concrete

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dc.contributor.authorBai, Y.
dc.contributor.authorDai, J.
dc.contributor.authorOzbakkaloglu, T.
dc.date.issued2017
dc.description.abstractAbstract not available
dc.description.statementofresponsibilityYu-Lei Bai, Jian-Guo Dai, Togay Ozbakkaloglu
dc.identifier.citationComposite Structures, 2017; 182:54-66
dc.identifier.doi10.1016/j.compstruct.2017.09.007
dc.identifier.issn0263-8223
dc.identifier.issn1879-1085
dc.identifier.orcidOzbakkaloglu, T. [0000-0003-3015-736X]
dc.identifier.urihttp://hdl.handle.net/2440/115915
dc.language.isoen
dc.publisherElsevier
dc.rights© 2017 Elsevier Ltd. All rights reserved.
dc.source.urihttps://doi.org/10.1016/j.compstruct.2017.09.007
dc.subjectStress-strain model; bar buckling; FRP confinement; cyclic model; OpenSees
dc.titleCyclic stress-strain model incorporating buckling effect for steel reinforcing bars embedded in FRP-confined concrete
dc.typeJournal article
pubs.publication-statusPublished

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