Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/5405
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorChen, GM-
dc.creatorTeng, JG-
dc.creatorChen, JF-
dc.date.accessioned2014-12-11T08:28:55Z-
dc.date.available2014-12-11T08:28:55Z-
dc.identifier.issn1090-0268-
dc.identifier.urihttp://hdl.handle.net/10397/5405-
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineersen_US
dc.rights© 2011 American Society of Civil Engineersen_US
dc.rightsThis is the author’s version of a work that was accepted for publication in Journal of Composites for Construction. The open URL of the article: http://dx.doi.org/10.1061/(ASCE)CC.1943-5614.0000157en_US
dc.subjectFiber-reinforced polymeren_US
dc.subjectReinforced concreteen_US
dc.subjectConcrete beamsen_US
dc.subjectCrackingen_US
dc.subjectBondingen_US
dc.subjectInterfacesen_US
dc.subjectShear stressen_US
dc.subjectStrain distributionen_US
dc.subjectFlexural strengthen_US
dc.subjectFinite-element methoden_US
dc.titleFinite-element modeling of intermediate crack debonding in FRP-plated RC beamsen_US
dc.typeJournal/Magazine Articleen_US
dc.description.otherinformationAuthor name used in this manuscript: J. G. Tengen_US
dc.identifier.spage339-
dc.identifier.epage353-
dc.identifier.volume15-
dc.identifier.issue3-
dc.identifier.doi10.1061/(ASCE)CC.1943-5614.0000157-
dcterms.abstractIntermediate crack-induced debonding (IC debonding) is a common failure mode of RC beams strengthened with externally bonded fiber-reinforced polymer (FRP) reinforcement. Although extensive research has been carried out on IC debonding, much work is still needed to develop a better understanding of the failure mode and a more reliable strength model. This paper presents an advanced finite-element (FE) model on the basis of the smeared-crack approach for predicting IC debonding failure. Existing FE models of the same type are generally deficient in capturing localized cracks (both their pattern and widths). This deficiency is overcome in the proposed FE model through the accurate modeling of interfaces between the concrete and both the internal steel and the external FRP reinforcements. The capability and accuracy of the proposed model are demonstrated through comparisons of its predictions with selected test results. The importance of accurate modeling of localized cracking is also explained using numerical results obtained from the FE model.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of composites for construction, June 2011, v. 15, no. 3, p. 339-353-
dcterms.isPartOfJournal of composites for construction-
dcterms.issued2011-06-
dc.identifier.isiWOS:000291724300009-
dc.identifier.scopus2-s2.0-79959357993-
dc.identifier.eissn1943-5614-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberOA_IR/PIRAen_US
dc.description.pubStatusPublisheden_US
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