Exploring flexural performance and abrasion resistance in recycled brick powder-based engineered geopolymer composites

IF 2.5 Q2 MULTIDISCIPLINARY SCIENCES Beni-Suef University Journal of Basic and Applied Sciences Pub Date : 2024-07-18 DOI:10.1186/s43088-024-00532-7
Junaid K. Ahmed, Nihat Atmaca, Ganjeena J. Khoshnaw
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Abstract

Background

Due to growing global concerns regarding the management of construction waste, this study investigates the feasibility of creating engineered geopolymer composites by replacing traditional industrial by-products (slag) with construction waste, specifically recycled brick waste powder.

Results

Polyvinyl alcohol fibers were incorporated into the engineered geopolymer composite mixtures. The substitution of slag with recycled brick waste powder was carried out at varying percentages: 0, 20, 40, 60, 80, and 100%, resulting in six different engineered geopolymer composite mixtures. The study evaluated the flexural strength, sorptivity, water absorption, and abrasion resistance of the engineered geopolymer composites, and also, microstructural characterization was conducted using scanning electron microscopy. The findings demonstrated that incorporating recycled brick waste powder into the engineered geopolymer composite mixes resulted in a decrease in flexural strength by 35.59% and a notable increase in midspan deflection by 339% when slag was replaced. Concurrently, there was a significant rise in water absorption and sorptivity by approximately 304 and 214%, respectively, when slag was entirely substituted with recycled brick waste powder. Conversely, abrasion resistance decreased, with the inclusion of recycled brick waste powder resulting in an 84% increase in volume change. The scanning electron microscopy (SEM) analysis showed active geopolymerization of recycled brick waste powder within the engineered geopolymer composite mixtures.

Conclusions

The results of this investigation demonstrate that it is feasible to produce engineered geopolymer composites using recycled brick waste powder instead of slag. The greater ductility and increased midspan deflection point to areas that require further optimization, even in spite of the observed decreases in flexural strength and abrasion resistance. The SEM examination reveals an active geopolymerization, highlighting the potential of recycled brick waste powder to produce environmentally friendly and sustainable construction materials. These results offer a good starting point for further studies that try to maximize the durability and performance of these composites.

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探索再生砖粉基特种土工聚合物复合材料的抗弯性能和耐磨性
背景由于全球对建筑垃圾管理的关注与日俱增,本研究探讨了用建筑垃圾(特别是回收的砖块废料粉末)替代传统工业副产品(炉渣)来制造工程土工聚合物复合材料的可行性。用回收的砖块废料粉末替代矿渣的比例各不相同:0%、20%、40%、60%、80% 和 100%,最终得到六种不同的工程土工聚合物复合混合物。研究评估了工程土工聚合物复合材料的抗弯强度、吸水率、吸水性和耐磨性,并使用扫描电子显微镜进行了微观结构表征。研究结果表明,在工程土工聚合物复合材料混合物中加入回收砖废料粉末会导致抗弯强度下降 35.59%,而取代矿渣后,中跨挠度显著增加 339%。同时,当矿渣完全被回收砖废粉替代时,吸水率和吸水率分别显著增加了约 304% 和 214%。相反,耐磨性下降,加入回收砖废粉后体积变化增加了 84%。扫描电子显微镜(SEM)分析表明,在工程土工聚合物复合材料混合物中,回收砖废料粉末的土工聚合作用十分活跃。尽管观察到抗弯强度和耐磨性有所下降,但更高的延展性和更大的中跨挠度表明了需要进一步优化的领域。扫描电子显微镜(SEM)检查显示了活跃的土工聚合,突出了回收砖废粉在生产环保和可持续建筑材料方面的潜力。这些结果为进一步研究提供了一个良好的起点,有助于最大限度地提高这些复合材料的耐久性和性能。
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来源期刊
CiteScore
2.60
自引率
0.00%
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期刊介绍: Beni-Suef University Journal of Basic and Applied Sciences (BJBAS) is a peer-reviewed, open-access journal. This journal welcomes submissions of original research, literature reviews, and editorials in its respected fields of fundamental science, applied science (with a particular focus on the fields of applied nanotechnology and biotechnology), medical sciences, pharmaceutical sciences, and engineering. The multidisciplinary aspects of the journal encourage global collaboration between researchers in multiple fields and provide cross-disciplinary dissemination of findings.
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