Experimental study on integrated method of NSM and EBR techniques for flexural strengthening of Concrete Beams using CFRP

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dc.contributor.authorAmarasinghe, NA
dc.contributor.authorGamage, JCPH
dc.date.accessioned2016-01-06T12:26:19Z
dc.date.available2016-01-06T12:26:19Z
dc.date.issued2016-01-06
dc.description.abstractThis paper is based on an experimental analysis carried out to identify the effectiveness of different installation techniques of CFRP (Carbon Fibre Reinforcement) in concrete elements. Two new methods of integration of externally bonded reinforcement (EBR) and near surface mounted (NSM) methods were also experimented with the objective of increasing the flexural capacity of reinforced concrete beams by increasing the effective area of CFRP strips used. The main objective of this research paper is to identify the adaptability of existing guidelines specified for the EBR and NSM methods separately into the new installation method of integrating the two techniques of EBR and NSM.en_US
dc.identifier.conference6th International Conference on Structural Engineering and Construction Management 2015en_US
dc.identifier.departmentDepartment of Engineeringen_US
dc.identifier.emailnarmadhaanjalee@gmail.comen_US
dc.identifier.facultyEngineeringen_US
dc.identifier.pgnos8en_US
dc.identifier.placekandyen_US
dc.identifier.urihttp://dl.lib.mrt.ac.lk/handle/123/11643
dc.identifier.year2015en_US
dc.language.isoenen_US
dc.subjectadhesivesen_US
dc.subjectexternally bonded reinforcement
dc.subjectnear surface mounted CFRP
dc.subjectconcrete
dc.subjectmethod of integration
dc.titleExperimental study on integrated method of NSM and EBR techniques for flexural strengthening of Concrete Beams using CFRPen_US
dc.typeConference-Full-texten_US

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