Predictive models for mechanical properties of hybrid fibres reinforced concrete containing bamboo and basalt fibres

The aim of this study was to investigate hybrid fibre reinforced concrete containing natural Bamboo and basalt fibres and forecasting the effect of these fibres on Mechanical properties. The contents of Basalt fibres were (0%, 0.25%, 0.50%, 0.75% and 1.00%). The mechanical performance of the hybrid...

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Main Authors: Chin, Siew Choo, Shaaban, Ibrahim G., Rizzuto, Joseph P., Khan, Sadaqat U., Diana, Mohamed, Nurul Iman, Muhammad Roslan, Azizah, Abdul Aziz
Format: Article
Language:English
Published: Institution of Structural Engineers 2024
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/44681/
http://umpir.ump.edu.my/id/eprint/44681/1/Predictive%20models%20for%20mechanical%20properties%20of%20hybrid%20fibres.pdf
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author Chin, Siew Choo
Shaaban, Ibrahim G.
Rizzuto, Joseph P.
Khan, Sadaqat U.
Diana, Mohamed
Nurul Iman, Muhammad Roslan
Azizah, Abdul Aziz
author_facet Chin, Siew Choo
Shaaban, Ibrahim G.
Rizzuto, Joseph P.
Khan, Sadaqat U.
Diana, Mohamed
Nurul Iman, Muhammad Roslan
Azizah, Abdul Aziz
author_sort Chin, Siew Choo
building UMP Institutional Repository
collection Online Access
description The aim of this study was to investigate hybrid fibre reinforced concrete containing natural Bamboo and basalt fibres and forecasting the effect of these fibres on Mechanical properties. The contents of Basalt fibres were (0%, 0.25%, 0.50%, 0.75% and 1.00%). The mechanical performance of the hybrid fibre-reinforced concrete was studied in terms of compressive, splitting tensile and flexural strengths. All the samples were tested at the ages of 7, 14, and 28 days. The results showed that an increase in fibre percentages led to a reduction in the concrete slump. It was also found that 0.75% Basalt fibres with 1% bamboo fibres resulted in the optimum performance of the mechanical properties of the concrete. Based on regression models, it was found that bamboo fibres have negative impact on the compressive and splitting tensile strength while basalt fibres enhanced this strength, however, the negative effect of bamboo fibres reduces with the age of concrete. While the effect of bamboo fibres on flexural strength was positive and basalt fibres have negative impact on it. It was concluded that the bamboo and basalt fibre have good relation in overall improving the mechanical properties of hybrid fibre reinforced concrete.
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spelling ump-446812025-05-30T07:58:53Z http://umpir.ump.edu.my/id/eprint/44681/ Predictive models for mechanical properties of hybrid fibres reinforced concrete containing bamboo and basalt fibres Chin, Siew Choo Shaaban, Ibrahim G. Rizzuto, Joseph P. Khan, Sadaqat U. Diana, Mohamed Nurul Iman, Muhammad Roslan Azizah, Abdul Aziz TA Engineering (General). Civil engineering (General) The aim of this study was to investigate hybrid fibre reinforced concrete containing natural Bamboo and basalt fibres and forecasting the effect of these fibres on Mechanical properties. The contents of Basalt fibres were (0%, 0.25%, 0.50%, 0.75% and 1.00%). The mechanical performance of the hybrid fibre-reinforced concrete was studied in terms of compressive, splitting tensile and flexural strengths. All the samples were tested at the ages of 7, 14, and 28 days. The results showed that an increase in fibre percentages led to a reduction in the concrete slump. It was also found that 0.75% Basalt fibres with 1% bamboo fibres resulted in the optimum performance of the mechanical properties of the concrete. Based on regression models, it was found that bamboo fibres have negative impact on the compressive and splitting tensile strength while basalt fibres enhanced this strength, however, the negative effect of bamboo fibres reduces with the age of concrete. While the effect of bamboo fibres on flexural strength was positive and basalt fibres have negative impact on it. It was concluded that the bamboo and basalt fibre have good relation in overall improving the mechanical properties of hybrid fibre reinforced concrete. Institution of Structural Engineers 2024 Article PeerReviewed pdf en cc_by_4 http://umpir.ump.edu.my/id/eprint/44681/1/Predictive%20models%20for%20mechanical%20properties%20of%20hybrid%20fibres.pdf Chin, Siew Choo and Shaaban, Ibrahim G. and Rizzuto, Joseph P. and Khan, Sadaqat U. and Diana, Mohamed and Nurul Iman, Muhammad Roslan and Azizah, Abdul Aziz (2024) Predictive models for mechanical properties of hybrid fibres reinforced concrete containing bamboo and basalt fibres. Structures, 61 (106093). pp. 1-8. ISSN 2352-0124. (Published) https://doi.org/10.1016/j.istruc.2024.106093 https://doi.org/10.1016/j.istruc.2024.106093
spellingShingle TA Engineering (General). Civil engineering (General)
Chin, Siew Choo
Shaaban, Ibrahim G.
Rizzuto, Joseph P.
Khan, Sadaqat U.
Diana, Mohamed
Nurul Iman, Muhammad Roslan
Azizah, Abdul Aziz
Predictive models for mechanical properties of hybrid fibres reinforced concrete containing bamboo and basalt fibres
title Predictive models for mechanical properties of hybrid fibres reinforced concrete containing bamboo and basalt fibres
title_full Predictive models for mechanical properties of hybrid fibres reinforced concrete containing bamboo and basalt fibres
title_fullStr Predictive models for mechanical properties of hybrid fibres reinforced concrete containing bamboo and basalt fibres
title_full_unstemmed Predictive models for mechanical properties of hybrid fibres reinforced concrete containing bamboo and basalt fibres
title_short Predictive models for mechanical properties of hybrid fibres reinforced concrete containing bamboo and basalt fibres
title_sort predictive models for mechanical properties of hybrid fibres reinforced concrete containing bamboo and basalt fibres
topic TA Engineering (General). Civil engineering (General)
url http://umpir.ump.edu.my/id/eprint/44681/
http://umpir.ump.edu.my/id/eprint/44681/
http://umpir.ump.edu.my/id/eprint/44681/
http://umpir.ump.edu.my/id/eprint/44681/1/Predictive%20models%20for%20mechanical%20properties%20of%20hybrid%20fibres.pdf