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Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/60051
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dc.contributor.authorOehlers, D.-
dc.contributor.authorMohamed Sadakkathulla, M.-
dc.contributor.authorGriffith, M.-
dc.contributor.editorTriantafilou, T.-
dc.date.issued2007-
dc.identifier.citationFiber-reinforced polymer reinforcement for concrete structures: FRPRCS-8 / International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete, 2007;. pp.1-11-
dc.identifier.isbn9608969107-
dc.identifier.urihttp://hdl.handle.net/2440/60051-
dc.description.statementofresponsibilityD.J. Oehlers, M. Ali and M.C. Griffith-
dc.description.urihttp://www.frprcs8.upatras.gr/-
dc.language.isoen-
dc.publisherUniversity of Patras-
dc.rightsCopyright status unknown-
dc.titleDuctility of FRP plated RC flexural members-
dc.typeConference paper-
dc.contributor.conferenceInternational Symposium on FRP Reinforcement for Concrete Structures (8th : 2007 : Patras, Greece)-
dc.publisher.placeGreece-
pubs.publication-statusPublished-
dc.identifier.orcidGriffith, M. [0000-0001-9010-3764]-
Appears in Collections:Aurora harvest
Civil and Environmental Engineering publications

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