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Article: FE modeling of FRP-repaired planar concrete elements subjected to monotonic and cyclic loading

TitleFE modeling of FRP-repaired planar concrete elements subjected to monotonic and cyclic loading
Authors
KeywordsBonding
Fiber-Reinforced Polymer
Finite-Element Method
Rehabilitation
Reinforced Concrete
Slip
Issue Date2010
PublisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/cc.html
Citation
Journal Of Composites For Construction, 2010, v. 14 n. 6, p. 720-729 How to Cite?
AbstractIn this paper, a nonlinear finite-element model is developed for the analysis of plane stress members, such as RC beams and walls, strengthened either unidirectionally or bidirectionally with fiber-reinforced polymer (FRP) composites and subjected to either monotonic or cyclic loading. The model takes into account the effects of the bonded interface between the FRP and concrete while allowing slippage in each direction. A two-dimensional membrane contact element is developed to model the effects of local bond-slip with debonding failure between the FRP and concrete capable of being captured. The model has been incorporated into a finite-element program for the analysis of RC members subject to plane stress with verification against test data of FRP-strengthened RC joints, beams, and walls. The numerical results show good agreement with the experimental data for both load-displacement responses and for the overall failure mechanisms. © 2010 ASCE.
Persistent Identifierhttp://hdl.handle.net/10722/150539
ISSN
2015 Impact Factor: 2.503
2015 SCImago Journal Rankings: 2.051
ISI Accession Number ID
Funding AgencyGrant Number
Australian Research Council (ARC)DP0453096
Funding Information:

This study was funded by the Australian Research Council (ARC) discovery Grant No. DP0453096. The support of the ARC is gratefully acknowledged.

References

 

DC FieldValueLanguage
dc.contributor.authorKhomwan, Nen_US
dc.contributor.authorFoster, SJen_US
dc.contributor.authorSmith, STen_US
dc.date.accessioned2012-06-26T06:05:33Z-
dc.date.available2012-06-26T06:05:33Z-
dc.date.issued2010en_US
dc.identifier.citationJournal Of Composites For Construction, 2010, v. 14 n. 6, p. 720-729en_US
dc.identifier.issn1090-0268en_US
dc.identifier.urihttp://hdl.handle.net/10722/150539-
dc.description.abstractIn this paper, a nonlinear finite-element model is developed for the analysis of plane stress members, such as RC beams and walls, strengthened either unidirectionally or bidirectionally with fiber-reinforced polymer (FRP) composites and subjected to either monotonic or cyclic loading. The model takes into account the effects of the bonded interface between the FRP and concrete while allowing slippage in each direction. A two-dimensional membrane contact element is developed to model the effects of local bond-slip with debonding failure between the FRP and concrete capable of being captured. The model has been incorporated into a finite-element program for the analysis of RC members subject to plane stress with verification against test data of FRP-strengthened RC joints, beams, and walls. The numerical results show good agreement with the experimental data for both load-displacement responses and for the overall failure mechanisms. © 2010 ASCE.en_US
dc.languageengen_US
dc.publisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/cc.htmlen_US
dc.relation.ispartofJournal of Composites for Constructionen_US
dc.subjectBondingen_US
dc.subjectFiber-Reinforced Polymeren_US
dc.subjectFinite-Element Methoden_US
dc.subjectRehabilitationen_US
dc.subjectReinforced Concreteen_US
dc.subjectSlipen_US
dc.titleFE modeling of FRP-repaired planar concrete elements subjected to monotonic and cyclic loadingen_US
dc.typeArticleen_US
dc.identifier.emailSmith, ST:stsmith@hku.hken_US
dc.identifier.authoritySmith, ST=rp00168en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.doi10.1061/(ASCE)CC.1943-5614.0000126en_US
dc.identifier.scopuseid_2-s2.0-78649261540en_US
dc.identifier.hkuros178877-
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-78649261540&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume14en_US
dc.identifier.issue6en_US
dc.identifier.spage720en_US
dc.identifier.epage729en_US
dc.identifier.eissn1943-5614-
dc.identifier.isiWOS:000284272700008-
dc.publisher.placeUnited Statesen_US
dc.identifier.scopusauthoridKhomwan, N=36634382900en_US
dc.identifier.scopusauthoridFoster, SJ=7202176508en_US
dc.identifier.scopusauthoridSmith, ST=8751691000en_US

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