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Repair effectiveness of CFRP and steel plates in RC beams with web opening: Effect of plate thickness

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dc.citedby10
dc.contributor.authorAhmed A. A.en_US
dc.contributor.authorNaganathan S.en_US
dc.contributor.authorNasharuddin K.en_US
dc.contributor.authorM. Fayyadh M.en_US
dc.contributor.authorid56669719300en_US
dc.contributor.authorid30267872100en_US
dc.contributor.authorid26032672000en_US
dc.contributor.authorid34167696500en_US
dc.date.accessioned2023-05-16T02:46:26Z
dc.date.available2023-05-16T02:46:26Z
dc.date.issued2014
dc.description.abstractThe effect of steel plate thickness on the repair effectiveness of RC beam is presented in this paper. A total of four beams were tested, one beam repaired by CFRP with a thickness of 1.2 mm and used as a control beam, and three beams repaired by a steel plate. Steel plates with a thickness of 2 mm, 3 mm, and 4 mm were used in repairing the beams. The maximum load-carrying capacity, deflection at mid span and edge of the opening, strain in steel bars, strain in externally bonded plates, crack patterns, and failure modes were observed on each beam. The externally bonded CFRP sheet and steel plates were found to be effective in the repairing of RC beams with large rectangular web opening. The results show that increasing steel plate thickness has little effect on the maximum load capacity. The CFRP plate is more effective than steel plate in increasing the load capacity of beams. © 2015, Iran University of Science and Technology. All rights reserved.en_US
dc.description.natureFinalen_US
dc.identifier.epage244
dc.identifier.issue2A
dc.identifier.scopus2-s2.0-84930432034
dc.identifier.spage235
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84930432034&partnerID=40&md5=0b228a299249093899a204a78ca56e47
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/21982
dc.identifier.volume13
dc.publisherIran University of Science and Technologyen_US
dc.sourceScopus
dc.sourcetitleInternational Journal of Civil Engineering
dc.titleRepair effectiveness of CFRP and steel plates in RC beams with web opening: Effect of plate thicknessen_US
dc.typeArticleen_US
dspace.entity.typePublication
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