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The performance of steel fibre reinforced concrete with waste glass as partial replacement of fine aggregate

This paper discusses the performance of steel fibre reinforced concrete with part of substitution of sand with waste glass in concrete mix. Glass consists mainly of silica, which is a natural raw substance like sand. Glass is completely recyclable, and it can be recycled indefinitely without losi...

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Main Authors: Yusuf, A M, Ali, N
Format: Conference or Workshop Item
Language:English
Published: 2023
Subjects:
T Technology (General)
Online Access:http://eprints.uthm.edu.my/11439/1/P16849_6b7501374dd9da28a48e41adc1797b4b%206.pdf
http://eprints.uthm.edu.my/11439/
http://10.1088/1755-1315/1347/1/012079
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spelling my.uthm.eprints.114392024-07-30T03:13:26Z http://eprints.uthm.edu.my/11439/ The performance of steel fibre reinforced concrete with waste glass as partial replacement of fine aggregate Yusuf, A M Ali, N T Technology (General) This paper discusses the performance of steel fibre reinforced concrete with part of substitution of sand with waste glass in concrete mix. Glass consists mainly of silica, which is a natural raw substance like sand. Glass is completely recyclable, and it can be recycled indefinitely without losing any of its quality or purity. Waste glass powder was utilized as a partial replacement of fine aggregate with 0%, 10%, 20 and 30% by the volume in C30 grade of concrete and addition of 0.5 % steel fibre by volume fractions of hooked end steel fibre and 0.5 water cement ratio. All samples were evaluated following 28 days curing period. The aim of this study is to investigate the workability of concrete, to determine the compressive and tensile strength of concrete and to identify the optimum percentage of steel fibre reinforced and waste glass. From the experimental results, it was found that the study achieved a maximum compressive strength of 32.9 N/mm² at 30% replacement of fine aggregate with waste glass, slightly surpassing normal concrete. Additionally, the highest tensile strength of 3.9 N/mm² was achieved at 20% replacement, surpassing normal concrete. The optimum percentages determined were 20% for fine glass replacement and 0.5% for steel fiber addition. It can be concluded that scenario of waste glass concrete approach could be perceived as a sustainable and environmentally friendly product in the near future 2023-10-09 Conference or Workshop Item PeerReviewed text en http://eprints.uthm.edu.my/11439/1/P16849_6b7501374dd9da28a48e41adc1797b4b%206.pdf Yusuf, A M and Ali, N (2023) The performance of steel fibre reinforced concrete with waste glass as partial replacement of fine aggregate. In: IOP Conference Series: Earth and Environmental Science. http://10.1088/1755-1315/1347/1/012079
institution Universiti Tun Hussein Onn Malaysia
building UTHM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tun Hussein Onn Malaysia
content_source UTHM Institutional Repository
url_provider http://eprints.uthm.edu.my/
language English
topic T Technology (General)
spellingShingle T Technology (General)
Yusuf, A M
Ali, N
The performance of steel fibre reinforced concrete with waste glass as partial replacement of fine aggregate
description This paper discusses the performance of steel fibre reinforced concrete with part of substitution of sand with waste glass in concrete mix. Glass consists mainly of silica, which is a natural raw substance like sand. Glass is completely recyclable, and it can be recycled indefinitely without losing any of its quality or purity. Waste glass powder was utilized as a partial replacement of fine aggregate with 0%, 10%, 20 and 30% by the volume in C30 grade of concrete and addition of 0.5 % steel fibre by volume fractions of hooked end steel fibre and 0.5 water cement ratio. All samples were evaluated following 28 days curing period. The aim of this study is to investigate the workability of concrete, to determine the compressive and tensile strength of concrete and to identify the optimum percentage of steel fibre reinforced and waste glass. From the experimental results, it was found that the study achieved a maximum compressive strength of 32.9 N/mm² at 30% replacement of fine aggregate with waste glass, slightly surpassing normal concrete. Additionally, the highest tensile strength of 3.9 N/mm² was achieved at 20% replacement, surpassing normal concrete. The optimum percentages determined were 20% for fine glass replacement and 0.5% for steel fiber addition. It can be concluded that scenario of waste glass concrete approach could be perceived as a sustainable and environmentally friendly product in the near future
format Conference or Workshop Item
author Yusuf, A M
Ali, N
author_facet Yusuf, A M
Ali, N
author_sort Yusuf, A M
title The performance of steel fibre reinforced concrete with waste glass as partial replacement of fine aggregate
title_short The performance of steel fibre reinforced concrete with waste glass as partial replacement of fine aggregate
title_full The performance of steel fibre reinforced concrete with waste glass as partial replacement of fine aggregate
title_fullStr The performance of steel fibre reinforced concrete with waste glass as partial replacement of fine aggregate
title_full_unstemmed The performance of steel fibre reinforced concrete with waste glass as partial replacement of fine aggregate
title_sort performance of steel fibre reinforced concrete with waste glass as partial replacement of fine aggregate
publishDate 2023
url http://eprints.uthm.edu.my/11439/1/P16849_6b7501374dd9da28a48e41adc1797b4b%206.pdf
http://eprints.uthm.edu.my/11439/
http://10.1088/1755-1315/1347/1/012079
_version_ 1806690927426666496
score 13.211869

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