An Investigation into the flexural behaviour of horizontally curved beams strengthened with NSM CFRP laminates

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dc.contributor.authorKajanan, S
dc.contributor.authorChandrathilaka, ERK
dc.contributor.authorGamage, JCPH
dc.date.accessioned2021-03-22T09:04:41Z
dc.date.available2021-03-22T09:04:41Z
dc.date.issued2019
dc.description.abstractAn experimental program was carried out to investigate the flexural behavior of Carbon Fibre Reinforced Polymer (CFRP) strengthened reinforced concrete curved beams using the Near Surface Mounted technique (NSM). Seven curved beams were tested, and three of them were taken as control beams without having CFRP. Four-point bending test was used to evaluate the performance in out of plane bending. CFRP strengthened beams showed a significant increase in the ultimate load by almost 23% and 10% for the retrofitted beams with 2000 mm and 4000 mm curvature beam respectively compared to the control beams.en_US
dc.identifier.conferenceInternational Conference on Civil Engineering Applications - 2019en_US
dc.identifier.departmentDepartment of Civil Engineeringen_US
dc.identifier.emailkajansss22@gmail.comen_US
dc.identifier.facultyEngineeringen_US
dc.identifier.placeUniversity of Moratuwa, Sri Lankaen_US
dc.identifier.proceedingICCEA-2019en_US
dc.identifier.urihttp://dl.lib.uom.lk/handle/123/16295
dc.identifier.year2019en_US
dc.language.isoenen_US
dc.subjectCFRP laminatesen_US
dc.subjectCurved beams
dc.subjectFlexural performance
dc.subjectNSM
dc.titleAn Investigation into the flexural behaviour of horizontally curved beams strengthened with NSM CFRP laminatesen_US
dc.typeConference-Abstracten_US

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