Behaviour of high strength reinforced concrete beam with metakaolin under static loading

The need of cement replacement material (CRM) in reinforced concrete has gained its popularity among the researchers to produce a high strength concrete (HSC) for structural engineering application. This paper presents the experimental results of the static loading effect on reinforced concrete beam...

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Main Author: Amer, Yusuff
Format: Thesis
Language:English
Published: 2005
Subjects:
Online Access:http://eprints.utm.my/id/eprint/4435/1/AmerYusuffMFKA2005.pdf
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spelling my-utm-ep.44352018-01-28T06:59:31Z Behaviour of high strength reinforced concrete beam with metakaolin under static loading 2005-04 Amer, Yusuff TA Engineering (General). Civil engineering (General) The need of cement replacement material (CRM) in reinforced concrete has gained its popularity among the researchers to produce a high strength concrete (HSC) for structural engineering application. This paper presents the experimental results of the static loading effect on reinforced concrete beam with metakaolin (MK7003). Three different percentages, 5%, 10% and 15% of MK7003 were incorporated as CRM in reinforced concrete beam, and 0% of MK7003 as the control specimen. Eight no of beams, with dimension of 1400mm x 150mm x 125mm, were tested, two for each different percentages and two beams as control specimens. The beams were subjected to four point loading test until failure. The findings of the experiment been shown that the structural performance were improved with the inclusion of MK7003. The observation made suggested that MK7003 with 10% replacement gave the optimum performance of the reinforced concrete. 2005-04 Thesis http://eprints.utm.my/id/eprint/4435/ http://eprints.utm.my/id/eprint/4435/1/AmerYusuffMFKA2005.pdf application/pdf en public masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution Universiti Teknologi Malaysia
collection UTM Institutional Repository
language English
topic TA Engineering (General)
Civil engineering (General)
spellingShingle TA Engineering (General)
Civil engineering (General)
Amer, Yusuff
Behaviour of high strength reinforced concrete beam with metakaolin under static loading
description The need of cement replacement material (CRM) in reinforced concrete has gained its popularity among the researchers to produce a high strength concrete (HSC) for structural engineering application. This paper presents the experimental results of the static loading effect on reinforced concrete beam with metakaolin (MK7003). Three different percentages, 5%, 10% and 15% of MK7003 were incorporated as CRM in reinforced concrete beam, and 0% of MK7003 as the control specimen. Eight no of beams, with dimension of 1400mm x 150mm x 125mm, were tested, two for each different percentages and two beams as control specimens. The beams were subjected to four point loading test until failure. The findings of the experiment been shown that the structural performance were improved with the inclusion of MK7003. The observation made suggested that MK7003 with 10% replacement gave the optimum performance of the reinforced concrete.
format Thesis
qualification_level Master's degree
author Amer, Yusuff
author_facet Amer, Yusuff
author_sort Amer, Yusuff
title Behaviour of high strength reinforced concrete beam with metakaolin under static loading
title_short Behaviour of high strength reinforced concrete beam with metakaolin under static loading
title_full Behaviour of high strength reinforced concrete beam with metakaolin under static loading
title_fullStr Behaviour of high strength reinforced concrete beam with metakaolin under static loading
title_full_unstemmed Behaviour of high strength reinforced concrete beam with metakaolin under static loading
title_sort behaviour of high strength reinforced concrete beam with metakaolin under static loading
granting_institution Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department Faculty of Civil Engineering
publishDate 2005
url http://eprints.utm.my/id/eprint/4435/1/AmerYusuffMFKA2005.pdf
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