Damage-plasticity model for FRP-confined normal-strength and high-strength concrete

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dc.contributor.authorOzbakkaloglu, T.
dc.contributor.authorGholampour, A.
dc.contributor.authorLim, J.C.
dc.date.issued2016
dc.descriptionPublished online on May 9, 2016.
dc.description.abstractAbstract not available
dc.description.statementofresponsibilityTogay Ozbakkaloglu, Aliakbar Gholampour, and Jian C. Lim
dc.identifier.citationJournal of Composites for Construction, 2016; 20(6):04016053-1-04016053-13
dc.identifier.doi10.1061/(ASCE)CC.1943-5614.0000712
dc.identifier.issn1090-0268
dc.identifier.issn1943-5614
dc.identifier.orcidOzbakkaloglu, T. [0000-0003-3015-736X]
dc.identifier.orcidGholampour, A. [0000-0001-5069-2963]
dc.identifier.urihttp://hdl.handle.net/2440/99397
dc.language.isoen
dc.publisherAmerican Society of Civil Engineers
dc.rights© 2016 American Society of Civil Engineers.
dc.source.urihttps://doi.org/10.1061/(asce)cc.1943-5614.0000712
dc.subjectHigh-strength concrete (HSC); FRP-confined concrete; Stress-strain relations; Axial compression; Plasticity; Finite-element (FE) modeling; Plastic dilation
dc.titleDamage-plasticity model for FRP-confined normal-strength and high-strength concrete
dc.typeJournal article
pubs.publication-statusPublished

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