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Effects of end anchors to enhance bond strength of externally bonded steel plate strengthened RC prisms

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dc.contributor.affiliationen_US
dc.contributor.authorTang Weng Keaten_US
dc.date.accessioned2023-05-03T16:06:59Z
dc.date.available2023-05-03T16:06:59Z
dc.date.issued2013
dc.description.abstractFailure of steel plate strengthening systems when applied to concrete structures is usually typified by premature debonding of the steel plate from the concrete substrate. To prevent this type of failure, current standards and design guidelines impose strict limitations on the maximum strain level of the composite material which may be utilised in designen_US
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/21162
dc.language.isoenen_US
dc.titleEffects of end anchors to enhance bond strength of externally bonded steel plate strengthened RC prismsen_US
dc.typeResource Types::text::Thesisen_US
dspace.entity.typePublication
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