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Hybrid anchor system to eliminate end peeling of flexurally strengthened reinforced concrete beam

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dc.citedby3
dc.contributor.authorAlam M.A.en_US
dc.contributor.authorAmin M.T.E.en_US
dc.contributor.authorJumaat M.Z.en_US
dc.contributor.authorMuda Z.C.en_US
dc.contributor.authorid57199298044en_US
dc.contributor.authorid56651650500en_US
dc.contributor.authorid6506523621en_US
dc.contributor.authorid55812444000en_US
dc.date.accessioned2023-05-29T06:01:54Z
dc.date.available2023-05-29T06:01:54Z
dc.date.issued2015
dc.description.abstractThe main aim of this article is to review the existing anchor systems and to propose new technique of end anchor to eliminate premature end peeling of plate bonded flexurally strengthened reinforced concrete beam. The proposed hybrid anchor system consists of connector and anchor plate. The connector and anchor plate of hybrid anchor system would resist the interfacial shear stress and normal stress respectively, thus, it could prevent the premature end peeling and reduce the size of the anchor plate significantly.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.17485/ijst/2015/v8i8/70093
dc.identifier.epage756
dc.identifier.issue8
dc.identifier.scopus2-s2.0-84929649254
dc.identifier.spage748
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84929649254&doi=10.17485%2fijst%2f2015%2fv8i8%2f70093&partnerID=40&md5=9e37c4cbe520208346073f15c3b58fe2
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/22550
dc.identifier.volume8
dc.publisherIndian Society for Education and Environmenten_US
dc.relation.ispartofAll Open Access, Gold
dc.sourceScopus
dc.sourcetitleIndian Journal of Science and Technology
dc.titleHybrid anchor system to eliminate end peeling of flexurally strengthened reinforced concrete beamen_US
dc.typeArticleen_US
dspace.entity.typePublication
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