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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Main Author: Tang Weng Keat
Format: text::Thesis
Language:English
Published: 2023
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id my.uniten.dspace-21162
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spelling my.uniten.dspace-211622023-05-05T07:46:23Z Effects of end anchors to enhance bond strength of externally bonded steel plate strengthened RC prisms Tang Weng Keat 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 2023-05-03T16:06:59Z 2023-05-03T16:06:59Z 2013 Resource Types::text::Thesis https://irepository.uniten.edu.my/handle/123456789/21162 en application/pdf
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
language English
description 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
format Resource Types::text::Thesis
author Tang Weng Keat
spellingShingle Tang Weng Keat
Effects of end anchors to enhance bond strength of externally bonded steel plate strengthened RC prisms
author_facet Tang Weng Keat
author_sort Tang Weng Keat
title Effects of end anchors to enhance bond strength of externally bonded steel plate strengthened RC prisms
title_short Effects of end anchors to enhance bond strength of externally bonded steel plate strengthened RC prisms
title_full Effects of end anchors to enhance bond strength of externally bonded steel plate strengthened RC prisms
title_fullStr Effects of end anchors to enhance bond strength of externally bonded steel plate strengthened RC prisms
title_full_unstemmed Effects of end anchors to enhance bond strength of externally bonded steel plate strengthened RC prisms
title_sort effects of end anchors to enhance bond strength of externally bonded steel plate strengthened rc prisms
publishDate 2023
_version_ 1806427805365305344
score 13.188404