Experimental evaluation and statistical modeling of kenaf fiber-reinforced geopolymer concrete

Sustainable construction materials are in needs to reduce CO2 emissions in the environment. Geopolymer being an emergent sustainable construction material had been extensively studied. However, its brittleness is still the main issue to be overcome. Hence, in this research, natural kenaf fiber (KF)...

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Main Authors: Noor Abbas, Al-Ghazali, Abdul Aziz, Farah Nora Aznieta, Abdan, Khalina, Mohd Nasir, Noor Azline, Fahim Huseien, Ghasan
Format: Article
Published: Elsevier 2023
Online Access:http://psasir.upm.edu.my/id/eprint/107831/
https://linkinghub.elsevier.com/retrieve/pii/S0950061822038843
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spelling my.upm.eprints.1078312024-12-10T06:42:47Z http://psasir.upm.edu.my/id/eprint/107831/ Experimental evaluation and statistical modeling of kenaf fiber-reinforced geopolymer concrete Noor Abbas, Al-Ghazali Abdul Aziz, Farah Nora Aznieta Abdan, Khalina Mohd Nasir, Noor Azline Fahim Huseien, Ghasan Sustainable construction materials are in needs to reduce CO2 emissions in the environment. Geopolymer being an emergent sustainable construction material had been extensively studied. However, its brittleness is still the main issue to be overcome. Hence, in this research, natural kenaf fiber (KF) as environmental-friendly low-cost material is introduced to enhance the overall quality of the geopolymer. This study introduces a potential sustainable construction material called Kenaf Fiber-Reinforced Geopolymer Concrete (KFRGC) which is studied via experimental tests and statistical modelling. The effects of 20 mm to 40 mm lengths and 0.75 % to 1.5 % volume fractions of kenaf fibers on the engineering properties of KFRGC were measured. The splitting tensile strength and flexural strength of KFRGC were observed to improve without any significant increase in the compressive strength. At 28 days of curing age, KFRGC prepared with 30 mm long, and 1.25 % volume fraction of fiber showed a 20 % and 27 % increase in splitting tensile strength and flexural strength, respectively, compared to the plain geopolymer. Furthermore, the model predicted and experimental results closely matched (less than 5 % inaccuracy). It is concluded that natural KF-included concrete can be used as an eco-friendly and sustainable building material. However, the durability aspect must be studied before it can be commercially used. Elsevier 2023-02-27 Article PeerReviewed Noor Abbas, Al-Ghazali and Abdul Aziz, Farah Nora Aznieta and Abdan, Khalina and Mohd Nasir, Noor Azline and Fahim Huseien, Ghasan (2023) Experimental evaluation and statistical modeling of kenaf fiber-reinforced geopolymer concrete. Construction and Building Materials, 367. pp. 1-21. ISSN 0950-0618; eISSN: 1879-0526 https://linkinghub.elsevier.com/retrieve/pii/S0950061822038843 10.1016/j.conbuildmat.2022.130228
institution Universiti Putra Malaysia
building UPM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Putra Malaysia
content_source UPM Institutional Repository
url_provider http://psasir.upm.edu.my/
description Sustainable construction materials are in needs to reduce CO2 emissions in the environment. Geopolymer being an emergent sustainable construction material had been extensively studied. However, its brittleness is still the main issue to be overcome. Hence, in this research, natural kenaf fiber (KF) as environmental-friendly low-cost material is introduced to enhance the overall quality of the geopolymer. This study introduces a potential sustainable construction material called Kenaf Fiber-Reinforced Geopolymer Concrete (KFRGC) which is studied via experimental tests and statistical modelling. The effects of 20 mm to 40 mm lengths and 0.75 % to 1.5 % volume fractions of kenaf fibers on the engineering properties of KFRGC were measured. The splitting tensile strength and flexural strength of KFRGC were observed to improve without any significant increase in the compressive strength. At 28 days of curing age, KFRGC prepared with 30 mm long, and 1.25 % volume fraction of fiber showed a 20 % and 27 % increase in splitting tensile strength and flexural strength, respectively, compared to the plain geopolymer. Furthermore, the model predicted and experimental results closely matched (less than 5 % inaccuracy). It is concluded that natural KF-included concrete can be used as an eco-friendly and sustainable building material. However, the durability aspect must be studied before it can be commercially used.
format Article
author Noor Abbas, Al-Ghazali
Abdul Aziz, Farah Nora Aznieta
Abdan, Khalina
Mohd Nasir, Noor Azline
Fahim Huseien, Ghasan
spellingShingle Noor Abbas, Al-Ghazali
Abdul Aziz, Farah Nora Aznieta
Abdan, Khalina
Mohd Nasir, Noor Azline
Fahim Huseien, Ghasan
Experimental evaluation and statistical modeling of kenaf fiber-reinforced geopolymer concrete
author_facet Noor Abbas, Al-Ghazali
Abdul Aziz, Farah Nora Aznieta
Abdan, Khalina
Mohd Nasir, Noor Azline
Fahim Huseien, Ghasan
author_sort Noor Abbas, Al-Ghazali
title Experimental evaluation and statistical modeling of kenaf fiber-reinforced geopolymer concrete
title_short Experimental evaluation and statistical modeling of kenaf fiber-reinforced geopolymer concrete
title_full Experimental evaluation and statistical modeling of kenaf fiber-reinforced geopolymer concrete
title_fullStr Experimental evaluation and statistical modeling of kenaf fiber-reinforced geopolymer concrete
title_full_unstemmed Experimental evaluation and statistical modeling of kenaf fiber-reinforced geopolymer concrete
title_sort experimental evaluation and statistical modeling of kenaf fiber-reinforced geopolymer concrete
publisher Elsevier
publishDate 2023
url http://psasir.upm.edu.my/id/eprint/107831/
https://linkinghub.elsevier.com/retrieve/pii/S0950061822038843
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score 13.222552