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Flexural behavior of reinforced concrete beams by using rice husk ash as partial replacement of fine aggregates in cement concrete

Rice Husk has been utilized as a mineral admixture, cement replacement option, and filler in cement concrete as it provides several advantages such as improved strength values and environmental benefits related to the disposal of waste materials and to reduce the carbon dioxide emissions resulti...

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Main Authors: Chachar, Zameer Abbas, Ali, Imtiaz, Raza, Muhammad Saleem, Narwani, Tulsi Das, Raza, Ismail, Hussain, Mudasir
Format: Article
Language:English
Published: Penerbit Universiti Kebangsaan Malaysia 2022
Online Access:http://journalarticle.ukm.my/20328/1/08.pdf
http://journalarticle.ukm.my/20328/
https://www.ukm.my/jkukm/volume-3404-2022/
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spelling my-ukm.journal.203282022-11-02T01:04:04Z http://journalarticle.ukm.my/20328/ Flexural behavior of reinforced concrete beams by using rice husk ash as partial replacement of fine aggregates in cement concrete Chachar, Zameer Abbas Ali, Imtiaz Raza, Muhammad Saleem Narwani, Tulsi Das Raza, Ismail Hussain, Mudasir Rice Husk has been utilized as a mineral admixture, cement replacement option, and filler in cement concrete as it provides several advantages such as improved strength values and environmental benefits related to the disposal of waste materials and to reduce the carbon dioxide emissions resulting from production of cement worldwide. In this study, flexural behavior of reinforced concrete beams using rice husk ash as a partial replacement of fine aggregates is investigated. For this purpose, four types of concrete mixtures were produced using rice husk ash as a partial replacement of fine aggregates at replacement levels of 0%, 10%, 15% and 20%. The produced reinforced rice husk ash concrete prism specimens were cured in water and tested to determine the ultimate load and ultimate deflection at 28 days of curing. The test results depicted that, the maximum ultimate load carried by reinforced rice husk ash concrete beam is 39.4 KN with 10% rice husk ash at 28 days and minimum ultimate load is 19.02 KN with 20% rice husk ash used as a partial substitute of fine aggregates at 28 days. The minimum ultimate deflection of 0.97mm occurred with 10% rice husk ash as a partial replacement of fine aggregate at 28 days of curing. Hence, this study concludes that 10% RHA can be utilized as a partial replacement of fine aggregates to provide strength in concrete and to reduce the environmental burden of rice husk waste. The results of this study will also provide a way forward to address the recent issues in construction sector, such as depletion of raw materials and increasing cost of construction. Penerbit Universiti Kebangsaan Malaysia 2022 Article PeerReviewed application/pdf en http://journalarticle.ukm.my/20328/1/08.pdf Chachar, Zameer Abbas and Ali, Imtiaz and Raza, Muhammad Saleem and Narwani, Tulsi Das and Raza, Ismail and Hussain, Mudasir (2022) Flexural behavior of reinforced concrete beams by using rice husk ash as partial replacement of fine aggregates in cement concrete. Jurnal Kejuruteraan, 34 (4). pp. 599-604. ISSN 0128-0198 https://www.ukm.my/jkukm/volume-3404-2022/
institution Universiti Kebangsaan Malaysia
building Tun Sri Lanang Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Kebangsaan Malaysia
content_source UKM Journal Article Repository
url_provider http://journalarticle.ukm.my/
language English
description Rice Husk has been utilized as a mineral admixture, cement replacement option, and filler in cement concrete as it provides several advantages such as improved strength values and environmental benefits related to the disposal of waste materials and to reduce the carbon dioxide emissions resulting from production of cement worldwide. In this study, flexural behavior of reinforced concrete beams using rice husk ash as a partial replacement of fine aggregates is investigated. For this purpose, four types of concrete mixtures were produced using rice husk ash as a partial replacement of fine aggregates at replacement levels of 0%, 10%, 15% and 20%. The produced reinforced rice husk ash concrete prism specimens were cured in water and tested to determine the ultimate load and ultimate deflection at 28 days of curing. The test results depicted that, the maximum ultimate load carried by reinforced rice husk ash concrete beam is 39.4 KN with 10% rice husk ash at 28 days and minimum ultimate load is 19.02 KN with 20% rice husk ash used as a partial substitute of fine aggregates at 28 days. The minimum ultimate deflection of 0.97mm occurred with 10% rice husk ash as a partial replacement of fine aggregate at 28 days of curing. Hence, this study concludes that 10% RHA can be utilized as a partial replacement of fine aggregates to provide strength in concrete and to reduce the environmental burden of rice husk waste. The results of this study will also provide a way forward to address the recent issues in construction sector, such as depletion of raw materials and increasing cost of construction.
format Article
author Chachar, Zameer Abbas
Ali, Imtiaz
Raza, Muhammad Saleem
Narwani, Tulsi Das
Raza, Ismail
Hussain, Mudasir
spellingShingle Chachar, Zameer Abbas
Ali, Imtiaz
Raza, Muhammad Saleem
Narwani, Tulsi Das
Raza, Ismail
Hussain, Mudasir
Flexural behavior of reinforced concrete beams by using rice husk ash as partial replacement of fine aggregates in cement concrete
author_facet Chachar, Zameer Abbas
Ali, Imtiaz
Raza, Muhammad Saleem
Narwani, Tulsi Das
Raza, Ismail
Hussain, Mudasir
author_sort Chachar, Zameer Abbas
title Flexural behavior of reinforced concrete beams by using rice husk ash as partial replacement of fine aggregates in cement concrete
title_short Flexural behavior of reinforced concrete beams by using rice husk ash as partial replacement of fine aggregates in cement concrete
title_full Flexural behavior of reinforced concrete beams by using rice husk ash as partial replacement of fine aggregates in cement concrete
title_fullStr Flexural behavior of reinforced concrete beams by using rice husk ash as partial replacement of fine aggregates in cement concrete
title_full_unstemmed Flexural behavior of reinforced concrete beams by using rice husk ash as partial replacement of fine aggregates in cement concrete
title_sort flexural behavior of reinforced concrete beams by using rice husk ash as partial replacement of fine aggregates in cement concrete
publisher Penerbit Universiti Kebangsaan Malaysia
publishDate 2022
url http://journalarticle.ukm.my/20328/1/08.pdf
http://journalarticle.ukm.my/20328/
https://www.ukm.my/jkukm/volume-3404-2022/
_version_ 1748704125205348352
score 13.211869

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