Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/4924
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dc.contributor.authorEğilmez, Oğuz Özgür-
dc.contributor.authorYormaz, Doruk-
dc.date.accessioned2017-02-28T11:07:52Z-
dc.date.available2017-02-28T11:07:52Z-
dc.date.issued2011-
dc.identifier.citationEğilmez, O. Ö., and Yormaz, D. (2011). Cyclic testing of steel I-beams reinforced with GFRP. Paper presented at the Structural Stability Research Council Annual Stability Conference 2011, Pittsburgh, PA, 10-14 May (pp.358-369). Red Hook, NY: Curran Associates.en_US
dc.identifier.isbn9781618391384-
dc.identifier.urihttp://hdl.handle.net/11147/4924-
dc.descriptionAnnual Stability Conference, ASC; Pittsburgh, PA; United States; 10 May 2011 through 14 May 2011en_US
dc.description.abstractFlange and web local buckling in beam plastic hinge regions of steel moment frames can prevent beam-column connections from achieving adequate plastic rotations under earthquake-induced forces. This threat is especially valid for existing steel moment frame buildings with beams that lack adequate flange/web slenderness ratios. As the use of fiber reinforced polymers (FRP) have increased in strengthening and repair of steel members in recent years, using FRPs in stabilizing local instabilities have also attracted attention. Previous computational studies have shown that longitudinally oriented glass FRP (GFRP) strips may serve to moderately brace beam flanges against the occurrence of local buckling during plastic hinging. An experimental study was conducted at Izmir Institute of Technology investigating the effects of GFRP reinforcement on local buckling behavior of existing steel I-beams with flange slenderness ratios (FSR) exceeding the slenderness limits set forth in current seismic design specifications and modified by a bottom flange triangular welded haunch. Four European HE400AA steel beams with a depth/width ratio of 1.26 and FSR of 11.4 were cyclically loaded up to 4% rotation in a cantilever beam test set-up. Both bare beams and beams with GFRP sheets were tested in order to investigate the contribution of GFRP sheets in mitigating local flange buckling. Different configurations of GFRP sheets were considered. The tests have shown that GFRP reinforcement can moderately mitigate inelastic flange local buckling.en_US
dc.description.sponsorshipScientific and Technological Research Council of Turkey; European Commission; Izmir Institute of Technologyen_US
dc.language.isoenen_US
dc.publisherCurran Associatesen_US
dc.relation.ispartofStructural Stability Research Council - Annual Stability Conference, SSRC 2011en_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectSteel researchen_US
dc.subjectBeam flangesen_US
dc.subjectFiber reinforced plasticsen_US
dc.subjectSeismic designen_US
dc.subjectGFRP reinforcementen_US
dc.titleCyclic testing of steel I-beams reinforced with GFRPen_US
dc.typeConference Objecten_US
dc.authoridTR34274en_US
dc.institutionauthorEğilmez, Oğuz Özgür-
dc.institutionauthorYormaz, Doruk-
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.startpage358en_US
dc.identifier.endpage369en_US
dc.identifier.wosWOS:000289019100001en_US
dc.identifier.scopus2-s2.0-81255211488en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.identifier.wosqualityN/A-
dc.identifier.scopusqualityN/A-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.grantfulltextopen-
item.openairetypeConference Object-
item.fulltextWith Fulltext-
crisitem.author.dept03.03. Department of Civil Engineering-
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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