Concrete with coconut fibre treated with sodium hypochlorite – compressive and flexural strength / Norisham Ibrahim and Muhammad Hafizhin Abdul Halim

Concrete needs to be reinforced to improve its engineering qualities. Coconut fibres were employed for this study since they are widely accessible and come in big numbers. The study compares the qualities of plain concrete and concrete reinforced with coconut fibre based on a laboratory experiment....

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Main Authors: Ibrahim, Norisham, Abdul Halim, Muhammad Hafizhin
Format: Article
Language:English
Published: Faculty of Mechanical Engineering Universiti Teknologi MARA (UiTM) 2023
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Online Access:https://ir.uitm.edu.my/id/eprint/76878/1/76878.pdf
https://ir.uitm.edu.my/id/eprint/76878/
https://jmeche.uitm.edu.my
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spelling my.uitm.ir.768782023-04-26T04:53:21Z https://ir.uitm.edu.my/id/eprint/76878/ Concrete with coconut fibre treated with sodium hypochlorite – compressive and flexural strength / Norisham Ibrahim and Muhammad Hafizhin Abdul Halim jmeche Ibrahim, Norisham Abdul Halim, Muhammad Hafizhin Machine construction (General) Concrete needs to be reinforced to improve its engineering qualities. Coconut fibres were employed for this study since they are widely accessible and come in big numbers. The study compares the qualities of plain concrete and concrete reinforced with coconut fibre based on a laboratory experiment. Better management of these waste fibres will result from using coconut fibres. Two types of coconut fibre treatment were employed – treatment with tap water and treatment with sodium hypochlorite. It is found in this study that adding 1% of coconut fibre does not increase the concrete strength after 7 and 14 days of curing. However, it was discovered that using 1% coconut fibres treated using tap water increased the compressive and flexural strength of the concrete after 28 days of curing by roughly 4% and 3%, respectively. Compressive and flexural strength development agrees very well with each other. Hence, it is concluded that 1% was the ideal fibre concentration (by weight of cement) to obtain a better 28th day of compressive and flexural strength, although not for 7 and 14 days. However, concrete with the highest strengths demonstrated a very low slump value, only 20 mm. A smaller or bigger slump value showed smaller concrete strengths. Faculty of Mechanical Engineering Universiti Teknologi MARA (UiTM) 2023-04 Article PeerReviewed text en https://ir.uitm.edu.my/id/eprint/76878/1/76878.pdf Concrete with coconut fibre treated with sodium hypochlorite – compressive and flexural strength / Norisham Ibrahim and Muhammad Hafizhin Abdul Halim. (2023) Journal of Mechanical Engineering (JMechE), 20 (2): 8. pp. 125-138. ISSN 1823-5514 ; 2550-164X https://jmeche.uitm.edu.my
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
topic Machine construction (General)
spellingShingle Machine construction (General)
Ibrahim, Norisham
Abdul Halim, Muhammad Hafizhin
Concrete with coconut fibre treated with sodium hypochlorite – compressive and flexural strength / Norisham Ibrahim and Muhammad Hafizhin Abdul Halim
description Concrete needs to be reinforced to improve its engineering qualities. Coconut fibres were employed for this study since they are widely accessible and come in big numbers. The study compares the qualities of plain concrete and concrete reinforced with coconut fibre based on a laboratory experiment. Better management of these waste fibres will result from using coconut fibres. Two types of coconut fibre treatment were employed – treatment with tap water and treatment with sodium hypochlorite. It is found in this study that adding 1% of coconut fibre does not increase the concrete strength after 7 and 14 days of curing. However, it was discovered that using 1% coconut fibres treated using tap water increased the compressive and flexural strength of the concrete after 28 days of curing by roughly 4% and 3%, respectively. Compressive and flexural strength development agrees very well with each other. Hence, it is concluded that 1% was the ideal fibre concentration (by weight of cement) to obtain a better 28th day of compressive and flexural strength, although not for 7 and 14 days. However, concrete with the highest strengths demonstrated a very low slump value, only 20 mm. A smaller or bigger slump value showed smaller concrete strengths.
format Article
author Ibrahim, Norisham
Abdul Halim, Muhammad Hafizhin
author_facet Ibrahim, Norisham
Abdul Halim, Muhammad Hafizhin
author_sort Ibrahim, Norisham
title Concrete with coconut fibre treated with sodium hypochlorite – compressive and flexural strength / Norisham Ibrahim and Muhammad Hafizhin Abdul Halim
title_short Concrete with coconut fibre treated with sodium hypochlorite – compressive and flexural strength / Norisham Ibrahim and Muhammad Hafizhin Abdul Halim
title_full Concrete with coconut fibre treated with sodium hypochlorite – compressive and flexural strength / Norisham Ibrahim and Muhammad Hafizhin Abdul Halim
title_fullStr Concrete with coconut fibre treated with sodium hypochlorite – compressive and flexural strength / Norisham Ibrahim and Muhammad Hafizhin Abdul Halim
title_full_unstemmed Concrete with coconut fibre treated with sodium hypochlorite – compressive and flexural strength / Norisham Ibrahim and Muhammad Hafizhin Abdul Halim
title_sort concrete with coconut fibre treated with sodium hypochlorite – compressive and flexural strength / norisham ibrahim and muhammad hafizhin abdul halim
publisher Faculty of Mechanical Engineering Universiti Teknologi MARA (UiTM)
publishDate 2023
url https://ir.uitm.edu.my/id/eprint/76878/1/76878.pdf
https://ir.uitm.edu.my/id/eprint/76878/
https://jmeche.uitm.edu.my
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