Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/12166
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dc.contributor.authorZhang, Bingen_US
dc.date.accessioned2008-09-25T06:38:59Z
dc.date.available2008-09-25T06:38:59Z
dc.date.copyright2003en_US
dc.date.issued2003
dc.identifier.urihttp://hdl.handle.net/10356/12166
dc.description.abstractThe objective of this research is to determine the effectiveness of strengthening schemes with different stirrup spacing or CFRP sheet placement and to propose an analytical model to predict the failure behaviour and strength of the plated beam based on strain compatibility theory and the compressive force path concept.en_US
dc.format.extent229 p.
dc.language.isoen
dc.rightsNanyang Technological Universityen_US
dc.subjectDRNTU::Engineering::Civil engineering::Structures and design
dc.titleStrengthening of reinforced concrete beams using carbon fibre reinforced polymer and the concept of the compressive force pathen_US
dc.typeThesisen_US
dc.contributor.supervisorMacAlevey, Niall, F.en_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.description.degreeMaster of Engineering (CEE)en_US
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