Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/49224
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dc.contributor.authorLee, Cailin.
dc.date.accessioned2012-05-16T03:09:04Z
dc.date.available2012-05-16T03:09:04Z
dc.date.copyright2012en_US
dc.date.issued2012
dc.identifier.urihttp://hdl.handle.net/10356/49224
dc.description.abstractThis Final Year Project report covers the research and work done by the author on composite slabs. From 2010, Singapore made a move from British Standards to Eurocodes on the design of structural members. Composite structure is one of them. The purpose of this project is to compare the use of Eurocode to British Standards on the design of composite slabs and to determine the criticality of punching shear, flexural failure and vertical shear to longitudinal shear. The key factor in the design of composite slab structure is the bonding between the profile steel decking and the concrete. The bonding has to be strong to ensure that the structure acts in a single unit and not as separate elements. In this report, the focus is to determine the more critical failure mode between punching shear, vertical shear and flexural failure.en_US
dc.format.extent53 p.en_US
dc.language.isoenen_US
dc.rightsNanyang Technological University
dc.subjectDRNTU::Engineering::Civil engineering::Structures and designen_US
dc.titleExperimental investigation on composite slabs - punching, flexural and vertical shear failureen_US
dc.typeFinal Year Project (FYP)en_US
dc.contributor.supervisorChiew Sing Pingen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.description.degreeBachelor of Engineering (Civil)en_US
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Appears in Collections:CEE Student Reports (FYP/IA/PA/PI)
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