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Investigation on alternatives to avoid de-bonding failure of CFRP strengthened members

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dc.contributor.author Srisangeerthanan, S
dc.contributor.author Prashanth, M
dc.contributor.author Amaradasa, PNS
dc.contributor.author Gamage, JCPH
dc.date.accessioned 2016-05-10T06:57:49Z
dc.date.available 2016-05-10T06:57:49Z
dc.date.issued 2016-05-10
dc.identifier.uri http://dl.lib.mrt.ac.lk/handle/123/11733
dc.description.abstract This study deals with the investigation of de-bonding failures when CFRP is used for structural retrofitting to enhance the load carrying capacity of reinforced concrete members. De-bonding failures being the most dominating failure mode as limiting factor for enhancing strength hinders the full utilization of the capabilities of CFRP. Therefore the objective of this study is to come up with a proposal that would delay the premature failure of strengthened members by enhancing the strength gains by means of a specific arrangement or orientation of placement or any other fastening mechanism. This study would yield better strength gains and present a simple method that would overcome de-bonding failure by a significant fraction. en_US
dc.language.iso en en_US
dc.subject Carbon Fibre Reinforced Polymer (CFRP), Epoxy, Debonding failure, Mechanicaj anchorage, Concrete en_US
dc.title Investigation on alternatives to avoid de-bonding failure of CFRP strengthened members en_US
dc.type Conference-Abstract en_US
dc.identifier.faculty Engineering en_US
dc.identifier.department Department of Civil Engineering en_US
dc.identifier.year 2012 en_US
dc.identifier.conference SAITM Research Symposium on Engineering Advancements ( SAITM - RSEA 2012) en_US
dc.identifier.pgnos PP. 75 - 78 en_US
dc.identifier.email kgamage@.uom.lk en_US


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