Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/5410
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorJiang, T-
dc.creatorTeng, JG-
dc.date.accessioned2014-12-11T08:28:58Z-
dc.date.available2014-12-11T08:28:58Z-
dc.identifier.issn0950-0618-
dc.identifier.urihttp://hdl.handle.net/10397/5410-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2011 Elsevier Ltd. All rights reserved.en_US
dc.rightsNOTICE: this is the author’s version of a work that was accepted for publication in Construction and Building Materials. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in Construction and Building Materials, vol. 32, (Jul 2012), DOI: 10.1016/j.conbuildmat.2010.11.109en_US
dc.subjectFRPen_US
dc.subjectConfinementen_US
dc.subjectConcreteen_US
dc.subjectSlender columnsen_US
dc.subjectTheoretical modelen_US
dc.titleTheoretical model for slender FRP-confined circular RC columnsen_US
dc.typeJournal/Magazine Articleen_US
dc.description.otherinformationAuthor name used in this manuscript: J. G. Tengen_US
dc.identifier.spage66-
dc.identifier.epage76-
dc.identifier.volume32-
dc.identifier.doi10.1016/j.conbuildmat.2010.11.109-
dcterms.abstractAn important application of fiber-reinforced polymer (FRP) composites is to provide confinement to reinforced concrete (RC) columns to enhance their load-carrying capacity. However, this application is generally restricted to short columns as existing design guidelines do not contain provisions for the design of FRP jackets for slender columns. This situation has been due to both the scarcity of test data and the lack of rigorous theoretical studies into the behavior of slender FRP-confined RC columns. This paper presents a theoretical model for slender FRP-confined circular RC columns based on the numerical integration method; Lam and Teng's stress-strain model is employed to describe the behavior of FRP-confined concrete in the column. Predictions from the theoretical column model are compared with existing test results, which demonstrates that the theoretical model is reasonably accurate in reproducing the experimental results of FRP-confined circular RC columns. These comparisons also demonstrate the need to conduct careful tests on large-scale columns to eliminate some uncertainties associated with the existing test data to enable a more conclusive verification of the proposed theoretical column model.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationConstruction and building materials, July 2012, v. 32, p. 66-76-
dcterms.isPartOfConstruction and building materials-
dcterms.issued2012-07-
dc.identifier.isiWOS:000302762200006-
dc.identifier.scopus2-s2.0-84858082455-
dc.identifier.rosgroupidr66942-
dc.description.ros2012-2013 > Academic research: refereed > Publication in refereed journal-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberOA_IR/PIRAen_US
dc.description.pubStatusPublisheden_US
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