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dc.contributor.author Adhikarinayake, SR
dc.contributor.author Gayan, KDJA
dc.contributor.author Thathsarani, NGTT
dc.contributor.author Gamage, JCPH
dc.date.accessioned 2016-05-10T06:57:58Z
dc.date.available 2016-05-10T06:57:58Z
dc.date.issued 2016-05-10
dc.identifier.uri http://dl.lib.mrt.ac.lk/handle/123/11734
dc.description.abstract Carbon Fiber Reinforced Polymer (CFRP) strengthening is widely gaining appeal in strengthening and rehabilitation of structures. The most common adhesive used in the industry to create the bond between CFRP and concrete is two part epoxy resin. The system shows very good short term performance with this resin. However, epoxy adhesive used in Civil Engineering constructions is very sensitive to the temperature. This paper presents a review of bonding techniques, limitations of using epoxy adhesive and finding alternative bonding agent to replace epoxy adhesive. en_US
dc.language.iso en en_US
dc.subject Carbon Fibre Reinforced Polymer en_US
dc.subject Epoxy bonding
dc.subject glass transition temperature
dc.subject elevated temperatures
dc.title Performance of epoxy adhesive bond between CFRP concrete 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. 97 - 99 en_US
dc.identifier.email sandunika.adhi@gmail.om en_US


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