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Please use this identifier to cite or link to this item: https://hdl.handle.net/1959.11/14121
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dc.contributor.authorMahini, Seyed Saeeden
dc.contributor.authorRonagh, Hamid Ren
local.source.editorEditor(s): Michael G Grantham, Rauol Jaubertie, Christophe Lanosen
dc.date.accessioned2014-03-06T09:34:00Z-
dc.date.issued2006-
dc.identifier.citationConcrete Solutions: Proceedings of the Second International Conference on Concrete Repair, p. 115-122en
dc.identifier.isbn9781860819155en
dc.identifier.isbn186081915Xen
dc.identifier.urihttps://hdl.handle.net/1959.11/14121-
dc.description.abstractFRP sheets can be used to repair reinforced concrete (RC) beams in moment resisting frames designed based on the strong-column weak-beam concept. Understanding the interaction between FRP and the beam is important for having an effective design. In this paper, based on the observed behaviour of the FRP-repaired specimens, strain-stress models have been developed to calculate the ultimate capacity of the web-bonded FRP beams. The ultimate failure can occur because of FRP rupture, concrete crushing, FRP de-bonding or local failure. The first two failure modes are considered in the current models. Based on these models, a computer program was developed in order to facilitate the analysis followed by the design charts that were generated by this program. Finally, the measured ultimate capacity of an FRP-repaired beam-column subassembly is compared with the result obtained from design charts. The agreement between these is reasonable proving the model reliable.en
dc.languageenen
dc.publisherBRE Pressen
dc.relation.ispartofConcrete Solutions: Proceedings of the Second International Conference on Concrete Repairen
dc.titleComputer Model for Repaired RC Beams using Web-Bonded FRP Sheetsen
dc.typeConference Publicationen
dc.relation.conferenceConcrete Solutions 2006: 2nd International Conference on Concrete Repairen
dc.subject.keywordsEarthquake Engineeringen
dc.subject.keywordsInfrastructure Engineering and Asset Managementen
dc.subject.keywordsConstruction Materialsen
local.contributor.firstnameSeyed Saeeden
local.contributor.firstnameHamid Ren
local.subject.for2008090505 Infrastructure Engineering and Asset Managementen
local.subject.for2008090504 Earthquake Engineeringen
local.subject.for2008090503 Construction Materialsen
local.subject.seo2008870303 Polymeric Materials (e.g. Paints)en
local.subject.seo2008870203 Industrial Construction Designen
local.subject.seo2008870204 Residential Construction Designen
local.profile.schoolSchool of Environmental and Rural Scienceen
local.profile.emailsmahini@une.edu.auen
local.profile.emailhronagh@uq.edu.auen
local.output.categoryE1en
local.record.placeauen
local.record.institutionUniversity of New Englanden
local.identifier.epublicationsrecordune-20130124-160641en
local.date.conference27th - 29th June, 2006en
local.conference.placeSt. Malo, Franceen
local.publisher.placeWatford, United Kingdomen
local.format.startpage115en
local.format.endpage122en
local.peerreviewedYesen
local.contributor.lastnameMahinien
local.contributor.lastnameRonaghen
dc.identifier.staffune-id:smahinien
local.profile.roleauthoren
local.profile.roleauthoren
local.identifier.unepublicationidune:14334en
dc.identifier.academiclevelAcademicen
local.title.maintitleComputer Model for Repaired RC Beams using Web-Bonded FRP Sheetsen
local.output.categorydescriptionE1 Refereed Scholarly Conference Publicationen
local.relation.grantdescriptionARC/IPRS/UQIPRSen
local.conference.detailsConcrete Solutions 2006: 2nd International Conference on Concrete Repair, St. Malo, France, 27th - 29th June, 2006en
local.search.authorMahini, Seyed Saeeden
local.search.authorRonagh, Hamid Ren
local.uneassociationUnknownen
local.year.published2006en
local.date.start2006-06-27-
local.date.end2006-06-29-
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