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

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dc.contributor.author Kajanan, S
dc.contributor.author Chandrathilaka, ERK
dc.contributor.author Gamage, JCPH
dc.date.accessioned 2021-03-22T09:04:41Z
dc.date.available 2021-03-22T09:04:41Z
dc.date.issued 2019
dc.identifier.uri http://dl.lib.uom.lk/handle/123/16295
dc.description.abstract An 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.language.iso en en_US
dc.subject CFRP laminates en_US
dc.subject Curved beams
dc.subject Flexural performance
dc.subject NSM
dc.title An Investigation into the flexural behaviour of horizontally curved beams strengthened with NSM CFRP laminates 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 2019 en_US
dc.identifier.conference International Conference on Civil Engineering Applications - 2019 en_US
dc.identifier.place University of Moratuwa, Sri Lanka en_US
dc.identifier.proceeding ICCEA-2019 en_US
dc.identifier.email kajansss22@gmail.com en_US


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