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

Failure 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 o...

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Bibliographic Details
Main Author: Tang Weng Keat
Format: text::Thesis
Language:English
Published: 2023
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Summary:Failure 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 design