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Investigation on enhancing fire performance of carbon fibre reinforced polymer (CFRP) strengthened concrete columns

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dc.contributor.advisor Gamage JCPH
dc.contributor.author Himasha MWC
dc.date.accessioned 2021
dc.date.available 2021
dc.date.issued 2021
dc.identifier.citation Himasha, M.W.C. (2021). Investigation on enhancing fire performance of carbon fibre reinforced polymer (CFRP) strengthened concrete columns [Master's theses, University of Moratuwa]. Institutional Repository University of Moratuwa. http://dl.lib.uom.lk/handle/123/22234
dc.identifier.uri http://dl.lib.uom.lk/handle/123/22234
dc.description.abstract This study focuses on the development of an adhesive to bond Carbon Fibre Reinforced Polymer (CFRP) fabric with a concrete substrate which performs well under elevated temperature. The epoxy adhesive which is the generally used adhesive for CFRP has a very low glass transition temperature that results in the loss of adhesive properties at higher temperatures. As a solution, Engineered Cementitious Composite (ECC) mortar mix was developed to function as a cementitious adhesive. ECC was developed using locally available materials. Effective bond length for the developed ECC adhesive is 150 mm and the achieved bond strength is 224.9 N/mm 2 . The bond strength was further enhanced up to 570.28 N/mm by sticking sand on top of CFRP fabric using epoxy adhesive before bonding it using cementitious adhesive as an interface bond enhancing technique. When the bond temperature was incremented up to 100 0 C, bond strength reduction was less than 5.5%. Another attempt was made to enhance performance of the epoxy adhesive which has been used in CFRP/Concrete composite by blending with Polyethylene terephthalate (PET) fibres as a commercially viable option. Finally it indicated that developed epoxy can be used to strengthen cylinders using CFRP and a 7% of higher axial confinement was achieved when compared with the bond without modification. This modification has enhanced the performance of composite at ambient temperature as well as at elevated temperature when compared with the CFRP/Epoxy/Concrete bond. en_US
dc.language.iso en en_US
dc.subject FIRE PERFORMANCE en_US
dc.subject CARBON FIBRE REINFORCED POLYMER (CFRP) en_US
dc.subject CONCRETE COLUMNS en_US
dc.subject CIVIL ENGINEERING – Dissertation en_US
dc.title Investigation on enhancing fire performance of carbon fibre reinforced polymer (CFRP) strengthened concrete columns en_US
dc.type Thesis-Abstract en_US
dc.identifier.faculty Engineering en_US
dc.identifier.degree MSc in Civil Engineering By research en_US
dc.identifier.department Department of Civil Engineering en_US
dc.date.accept 2021
dc.identifier.accno TH4866 en_US


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