Shear strengthening of reinforced concrete continuous beams

This paper presents the results of an experimental investigation to evaluate the contribution of carbon-fibre-reinforced polymer sheets in enhancing the shear strength of continuous reinforced concrete beams. A total of five, two-span concrete continuous beams with rectangular cross-section were tes...

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Main Authors: Ahmed, S., Elahi, A., Barbhuiya, Salim, Ghaffar, A.
Format: Journal Article
Published: ICE Publishing 2012
Online Access:http://hdl.handle.net/20.500.11937/7858
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author Ahmed, S.
Elahi, A.
Barbhuiya, Salim
Ghaffar, A.
author_facet Ahmed, S.
Elahi, A.
Barbhuiya, Salim
Ghaffar, A.
author_sort Ahmed, S.
building Curtin Institutional Repository
collection Online Access
description This paper presents the results of an experimental investigation to evaluate the contribution of carbon-fibre-reinforced polymer sheets in enhancing the shear strength of continuous reinforced concrete beams. A total of five, two-span concrete continuous beams with rectangular cross-section were tested. One beam without strengthening was used as the control and the other four beams were strengthened with different arrangements of polymer sheets. The variables selected were various wrapping schemes and anchorage length of the polymer sheet. The aim was to develop a better understanding of the shear contribution of polymer and to investigate the potential for cost savings by minimising the area of externally bonded polymer sheets. Test results were compared with four existing shear prediction models available in the literature. The results indicate that the polymer sheet significantly enhanced the shear strength of the beams, and that the area of polymer sheet can be minimised with marginal compromise on the shear carrying capacity of strengthened concrete beams.
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format Journal Article
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institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T06:18:11Z
publishDate 2012
publisher ICE Publishing
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spelling curtin-20.500.11937-78582017-09-13T14:37:52Z Shear strengthening of reinforced concrete continuous beams Ahmed, S. Elahi, A. Barbhuiya, Salim Ghaffar, A. This paper presents the results of an experimental investigation to evaluate the contribution of carbon-fibre-reinforced polymer sheets in enhancing the shear strength of continuous reinforced concrete beams. A total of five, two-span concrete continuous beams with rectangular cross-section were tested. One beam without strengthening was used as the control and the other four beams were strengthened with different arrangements of polymer sheets. The variables selected were various wrapping schemes and anchorage length of the polymer sheet. The aim was to develop a better understanding of the shear contribution of polymer and to investigate the potential for cost savings by minimising the area of externally bonded polymer sheets. Test results were compared with four existing shear prediction models available in the literature. The results indicate that the polymer sheet significantly enhanced the shear strength of the beams, and that the area of polymer sheet can be minimised with marginal compromise on the shear carrying capacity of strengthened concrete beams. 2012 Journal Article http://hdl.handle.net/20.500.11937/7858 10.1680/stbu.10.00060 ICE Publishing fulltext
spellingShingle Ahmed, S.
Elahi, A.
Barbhuiya, Salim
Ghaffar, A.
Shear strengthening of reinforced concrete continuous beams
title Shear strengthening of reinforced concrete continuous beams
title_full Shear strengthening of reinforced concrete continuous beams
title_fullStr Shear strengthening of reinforced concrete continuous beams
title_full_unstemmed Shear strengthening of reinforced concrete continuous beams
title_short Shear strengthening of reinforced concrete continuous beams
title_sort shear strengthening of reinforced concrete continuous beams
url http://hdl.handle.net/20.500.11937/7858