Engineering Properties of Foamed Concrete Reinforced with Sustainable Bamboo Fibre
The consumption of foamed concrete (FC) in conjunction with the incorporation of natural fibre is recognized as an outstanding effort in promoting sustainable practices. This effort is aimed at reducing greenhouse gas emissions and the impact it leaves behind on the environment. The goal of this exp...
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| Format: | Article |
| Language: | English |
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Polish Academy of Sciences
2024-09-01
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| Series: | Archives of Metallurgy and Materials |
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| Online Access: | https://journals.pan.pl/Content/132691/AMM-2024-3-42-Mydin.pdf |
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| author | S.S. Majeed Md Azree O. Mydin M.M. Al Bakri Abdullah R. Omar R. Ahmad P. Pietrusiewicz |
| author_facet | S.S. Majeed Md Azree O. Mydin M.M. Al Bakri Abdullah R. Omar R. Ahmad P. Pietrusiewicz |
| author_sort | S.S. Majeed |
| collection | DOAJ |
| description | The consumption of foamed concrete (FC) in conjunction with the incorporation of natural fibre is recognized as an outstanding effort in promoting sustainable practices. This effort is aimed at reducing greenhouse gas emissions and the impact it leaves behind on the environment. The goal of this experiment is to discover the viability of incorporating raw bamboo fibre (BF) into the fabrication of 1000 kg/m3density FC. The shrinkage, flexural, compressive, and tensile strengths of the material were the four characteristics that were considered throughout the analysis. The weight fractions of BF that were utilized were 0.0%, 0.1%, 0.2%, 0.3%, and 0.4% respectively. According to the results, the FC-BF composites’ drying shrinkage, compressive, flexural, and tensile strengths were best achieved when 0.3% BF was present. This was caused by the BF’s adhesion to the cementitious matrix of the FC. Additionally, BF functioned as an anti-micro crack that prevented FC from developing internally induced microcracks and cracks. |
| format | Article |
| id | doaj-art-39cd912ad92a413baaddcdef9f028f74 |
| institution | DOAJ |
| issn | 2300-1909 |
| language | English |
| publishDate | 2024-09-01 |
| publisher | Polish Academy of Sciences |
| record_format | Article |
| series | Archives of Metallurgy and Materials |
| spelling | doaj-art-39cd912ad92a413baaddcdef9f028f742025-08-20T02:55:39ZengPolish Academy of SciencesArchives of Metallurgy and Materials2300-19092024-09-01vol. 69No 311831189https://doi.org/10.24425/amm.2024.150941Engineering Properties of Foamed Concrete Reinforced with Sustainable Bamboo FibreS.S. Majeed0https://orcid.org/0000-0003-2885-4000Md Azree O. Mydin1https://orcid.org/0000-0001-8639-1089M.M. Al Bakri Abdullah2https://orcid.org/0000-0002-9779-8586R. Omar3https://orcid.org/0000-0002-6900-2501R. Ahmad4https://orcid.org/0000-0003-2232-6426P. Pietrusiewicz5https://orcid.org/0000-0001-8336-5213Nawroz University, Department of Civil Engineering, College of Engineering, Kurdistan Region, IraqUniversiti Sains Malaysia, School of Housing, Building and Planning, 11800, Penang, MalaysiaUniversiti Malaysia Perlis (UniMAP), Universiti Malaysia Perlis 01000 Perlis, Faculty of Chemical Engineering & Technology, MalaysiaUniversiti Tun Hussein Onn Malaysia (UTHM), Faculty of Technology Management and Business, Department of Construction Management, Parit Raja, Batu Pahat, Johor 86400, MalaysiaUniversiti Malaysia Perlis (UniMAP), Universiti Malaysia Perlis 01000 Perlis, Faculty of Mechanical Engineering & Technology, MalaysiaCzęstochowa University of Technology, Faculty of Production Engineering and Materials Technology, Department of Physics, 19 Armii Krajowej Av., 42-200 Częstochowa, PolandThe consumption of foamed concrete (FC) in conjunction with the incorporation of natural fibre is recognized as an outstanding effort in promoting sustainable practices. This effort is aimed at reducing greenhouse gas emissions and the impact it leaves behind on the environment. The goal of this experiment is to discover the viability of incorporating raw bamboo fibre (BF) into the fabrication of 1000 kg/m3density FC. The shrinkage, flexural, compressive, and tensile strengths of the material were the four characteristics that were considered throughout the analysis. The weight fractions of BF that were utilized were 0.0%, 0.1%, 0.2%, 0.3%, and 0.4% respectively. According to the results, the FC-BF composites’ drying shrinkage, compressive, flexural, and tensile strengths were best achieved when 0.3% BF was present. This was caused by the BF’s adhesion to the cementitious matrix of the FC. Additionally, BF functioned as an anti-micro crack that prevented FC from developing internally induced microcracks and cracks.https://journals.pan.pl/Content/132691/AMM-2024-3-42-Mydin.pdffoamed concretebamboo fibremechanical propertiesflexuralcompression |
| spellingShingle | S.S. Majeed Md Azree O. Mydin M.M. Al Bakri Abdullah R. Omar R. Ahmad P. Pietrusiewicz Engineering Properties of Foamed Concrete Reinforced with Sustainable Bamboo Fibre Archives of Metallurgy and Materials foamed concrete bamboo fibre mechanical properties flexural compression |
| title | Engineering Properties of Foamed Concrete Reinforced with Sustainable Bamboo Fibre |
| title_full | Engineering Properties of Foamed Concrete Reinforced with Sustainable Bamboo Fibre |
| title_fullStr | Engineering Properties of Foamed Concrete Reinforced with Sustainable Bamboo Fibre |
| title_full_unstemmed | Engineering Properties of Foamed Concrete Reinforced with Sustainable Bamboo Fibre |
| title_short | Engineering Properties of Foamed Concrete Reinforced with Sustainable Bamboo Fibre |
| title_sort | engineering properties of foamed concrete reinforced with sustainable bamboo fibre |
| topic | foamed concrete bamboo fibre mechanical properties flexural compression |
| url | https://journals.pan.pl/Content/132691/AMM-2024-3-42-Mydin.pdf |
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