NUMERICAL INVESTIGATION OF THE BEHAVIOR OF RETROFITTED FLEXURAL CRACKED BEAM WITH EXTERNAL PLATE BONDING

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dc.contributor.authorKaish, A. B. M. Amrul
dc.contributor.authorAlam, Md. Rabiul
dc.contributor.authorHassan, Md. Kamrul
dc.contributor.authorUllah, Shah Neyamat
dc.date.accessioned2026-07-06T21:05:29Z
dc.date.available2026-07-06T21:05:29Z
dc.date.issued11-Jan-2011
dc.description.abstractThe aim of this paper is to study the effectiveness of using “External Plate Bonding” in flexural retrofitting
dc.description.abstractof reinforced concrete (RC) beam. A simply supported rectangular RC beam is considered for this study.
dc.description.abstractThe steel plate and the CFRP (Carbon Fiber Reinforced Polymer) sheet are taken into consideration as
dc.description.abstractbonded plates for retrofitting of RC beam. General purpose finite element program (ANSYS 11.0) is used to
dc.description.abstractcarry out non-linear analysis of uncracked, cracked and retrofitted RC beam. Based on the results obtained
dc.description.abstractfrom numerical investigation it is seen that cracking in RC beam reduces the load carrying capacity of the
dc.description.abstractbeam. When retrofitting technique using steel or CFRP plate bonding externally is applied, stresses at the
dc.description.abstractcrack tip reduce significantly. Therefore, external plate bonding could be effectively applied in retrofitting of
dc.description.abstractRC beam.
dc.identifier.otherhttp://103.99.128.19:8080/jspui/handle/123456789/274
dc.identifier.urihttp://103.99.128.19:8080/xmlui/handle/123456789/274
dc.publisherThe School of Applied Sciences and Technology, Shahjalal University of Science and Technology
dc.sourceCUET Digital Repository
dc.subjectCFRP sheet
dc.subjectRetrofitting
dc.subjectNon-linear analysis
dc.subjectSteel plate
dc.subjectFlexural crack
dc.subjectPlate bonding
dc.titleNUMERICAL INVESTIGATION OF THE BEHAVIOR OF RETROFITTED FLEXURAL CRACKED BEAM WITH EXTERNAL PLATE BONDING
dc.title.alternativeConference on Engineering Research, Innovation and Education (CERIE 2011)

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