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Article: FE modeling of FRP-repaired planar concrete elements subjected to monotonic and cyclic loading
Title | FE modeling of FRP-repaired planar concrete elements subjected to monotonic and cyclic loading | ||||
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Authors | |||||
Keywords | Bonding Fiber-Reinforced Polymer Finite-Element Method Rehabilitation Reinforced Concrete Slip | ||||
Issue Date | 2010 | ||||
Publisher | American 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? | ||||
Abstract | In 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 Identifier | http://hdl.handle.net/10722/150539 | ||||
ISSN | 2021 Impact Factor: 4.210 2020 SCImago Journal Rankings: 1.540 | ||||
ISI Accession Number ID |
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 Field | Value | Language |
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dc.contributor.author | Khomwan, N | en_US |
dc.contributor.author | Foster, SJ | en_US |
dc.contributor.author | Smith, ST | en_US |
dc.date.accessioned | 2012-06-26T06:05:33Z | - |
dc.date.available | 2012-06-26T06:05:33Z | - |
dc.date.issued | 2010 | en_US |
dc.identifier.citation | Journal Of Composites For Construction, 2010, v. 14 n. 6, p. 720-729 | en_US |
dc.identifier.issn | 1090-0268 | en_US |
dc.identifier.uri | http://hdl.handle.net/10722/150539 | - |
dc.description.abstract | In 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.language | eng | en_US |
dc.publisher | American Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/cc.html | en_US |
dc.relation.ispartof | Journal of Composites for Construction | en_US |
dc.subject | Bonding | en_US |
dc.subject | Fiber-Reinforced Polymer | en_US |
dc.subject | Finite-Element Method | en_US |
dc.subject | Rehabilitation | en_US |
dc.subject | Reinforced Concrete | en_US |
dc.subject | Slip | en_US |
dc.title | FE modeling of FRP-repaired planar concrete elements subjected to monotonic and cyclic loading | en_US |
dc.type | Article | en_US |
dc.identifier.email | Smith, ST:stsmith@hku.hk | en_US |
dc.identifier.authority | Smith, ST=rp00168 | en_US |
dc.description.nature | link_to_subscribed_fulltext | en_US |
dc.identifier.doi | 10.1061/(ASCE)CC.1943-5614.0000126 | en_US |
dc.identifier.scopus | eid_2-s2.0-78649261540 | en_US |
dc.identifier.hkuros | 178877 | - |
dc.relation.references | http://www.scopus.com/mlt/select.url?eid=2-s2.0-78649261540&selection=ref&src=s&origin=recordpage | en_US |
dc.identifier.volume | 14 | en_US |
dc.identifier.issue | 6 | en_US |
dc.identifier.spage | 720 | en_US |
dc.identifier.epage | 729 | en_US |
dc.identifier.eissn | 1943-5614 | - |
dc.identifier.isi | WOS:000284272700008 | - |
dc.publisher.place | United States | en_US |
dc.identifier.scopusauthorid | Khomwan, N=36634382900 | en_US |
dc.identifier.scopusauthorid | Foster, SJ=7202176508 | en_US |
dc.identifier.scopusauthorid | Smith, ST=8751691000 | en_US |
dc.identifier.issnl | 1090-0268 | - |