Performance of epoxy adhesive bond between CFRP concrete

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dc.contributor.authorAdhikarinayake, SR
dc.contributor.authorGayan, KDJA
dc.contributor.authorThathsarani, NGTT
dc.contributor.authorGamage, JCPH
dc.date.accessioned2016-05-10T06:57:58Z
dc.date.available2016-05-10T06:57:58Z
dc.date.issued2016-05-10
dc.description.abstractCarbon 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.identifier.conferenceSAITM Research Symposium on Engineering Advancements ( SAITM - RSEA 2012)en_US
dc.identifier.departmentDepartment of Civil Engineeringen_US
dc.identifier.emailsandunika.adhi@gmail.omen_US
dc.identifier.facultyEngineeringen_US
dc.identifier.pgnosPP. 97 - 99en_US
dc.identifier.urihttp://dl.lib.mrt.ac.lk/handle/123/11734
dc.identifier.year2012en_US
dc.language.isoenen_US
dc.subjectCarbon Fibre Reinforced Polymeren_US
dc.subjectEpoxy bonding
dc.subjectglass transition temperature
dc.subjectelevated temperatures
dc.titlePerformance of epoxy adhesive bond between CFRP concreteen_US
dc.typeConference-Abstracten_US

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