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dc.contributor.authorLee, Jung-Yoonen_US
dc.contributor.authorHwang, Hyun-Boken_US
dc.contributor.authorDoh, Jeung-Hwanen_US
dc.date.accessioned2017-04-24T08:32:40Z
dc.date.available2017-04-24T08:32:40Z
dc.date.issued2012en_US
dc.date.modified2014-08-28T05:05:34Z
dc.identifier.issn13598368en_US
dc.identifier.doi10.1016/j.compositesb.2011.11.050en_US
dc.identifier.urihttp://hdl.handle.net/10072/42415
dc.description.abstractThe failure modes of reinforced concrete (RC) beams strengthened in shear with fiber reinforced polymer (FRP) sheets or strips are not well understood as much as those of RC beams reinforced with steel stirrups. When the beams are strengthened in shear with FRP composites, beams may fail due to crushing of the concrete before the FRP reaches its rupture strain. Therefore, the effective strain of the FRP plays an important role in predicting the shear strength of such beams. This paper presents the results of an analytical and experimental study on the performance of reinforced concrete beams strengthened in shear with FRP composites and internally reinforced with conventional steel stirrups. Ten RC beams strengthened with varying FRP reinforcement ratio, the type of fiber material (carbon or glass) and configuration (continuous sheets or strips) were tested. Comparisons between the observed and calculated effective strains of the FRP in the tested beams failing in shear showed reasonable agreement.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_US
dc.format.extent884906 bytes
dc.format.mimetypeapplication/pdf
dc.languageEnglishen_US
dc.language.isoen_US
dc.publisherElsevieren_US
dc.publisher.placeNetherlandsen_US
dc.relation.ispartofstudentpublicationNen_US
dc.relation.ispartofpagefrom754en_US
dc.relation.ispartofpageto765en_US
dc.relation.ispartofissue2en_US
dc.relation.ispartofjournalComposites Part B: Engineeringen_US
dc.relation.ispartofvolume43en_US
dc.rights.retentionYen_US
dc.subject.fieldofresearchStructural Engineeringen_US
dc.subject.fieldofresearchcode090506en_US
dc.titleEffective Strain of RC Beams Strengthened in Shear with FRPen_US
dc.typeJournal articleen_US
dc.type.descriptionC1 - Peer Reviewed (HERDC)en_US
dc.type.codeC - Journal Articlesen_US
gro.rights.copyrightCopyright 2011 Elsevier. This is the author-manuscript version of this paper. Reproduced in accordance with the copyright policy of the publisher. Please refer to the journal's website for access to the definitive, published version.en_US
gro.date.issued2012
gro.hasfulltextFull Text


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