Artificial Polymer Lightweight Aggregate Concrete With Coal Fly Ash for Biomedical Infrastructure: Mechanical, Physical, and Microstructural Investigation

IF 1.8 Q3 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Ani Firda, Rosmalinda Permatasari, Hendrik Jimmyanto, Muhammad Imam Ammarullah
{"title":"Artificial Polymer Lightweight Aggregate Concrete With Coal Fly Ash for Biomedical Infrastructure: Mechanical, Physical, and Microstructural Investigation","authors":"Ani Firda,&nbsp;Rosmalinda Permatasari,&nbsp;Hendrik Jimmyanto,&nbsp;Muhammad Imam Ammarullah","doi":"10.1002/eng2.70196","DOIUrl":null,"url":null,"abstract":"<p>Aggregates constitute ~60%–80% of concrete volume and play a crucial role in determining its mechanical and durability properties. In the context of sustainable construction, artificial aggregates derived from industrial by-products are gaining prominence as environmentally responsible alternatives to natural aggregates. This study presents the development and performance evaluation of a novel lightweight concrete incorporating artificial polymer lightweight aggregate synthesized from coal fly ash (CFA), epoxy resin, and a hardener in varying CFA-to-resin ratios (70:30, 74:26, and 80:20 by weight). The proposed mix design aims to address the increasing demand for lightweight, durable, and sustainable materials suitable for biomedical infrastructure applications, which require enhanced thermal insulation, fire resistance, and seismic performance. Concrete mixtures were designed to achieve target compressive strengths of 17.5, 20, and 30 MPa, with both lightweight (BR series) and normal weight (BN series) concrete formulations evaluated. Results demonstrated that the incorporation of polymer lightweight aggregates reduced the bulk density of concrete by up to 15.36%, while meeting or exceeding the required compressive strength thresholds for BR_17.5 and BR_20 mixtures. Although the BR_30 mix did not meet the target strength, polymer lightweight aggregate-based concrete exhibited significantly improved flexural strength (up to 60.57% higher than conventional mixes) and enhanced chemical durability when exposed to acidic and saline environments. However, its resistance to elevated temperatures was lower compared to that of conventional concrete. The findings suggest that polymer lightweight aggregate concrete offers a promising sustainable material solution for biomedical infrastructure and other applications demanding lightweight, durable, and thermally efficient construction materials. The utilization of industrial waste in polymer lightweight aggregate production not only contributes to environmental conservation but also advances the development of next-generation building materials aligned with circular economy principles.</p>","PeriodicalId":72922,"journal":{"name":"Engineering reports : open access","volume":"7 6","pages":""},"PeriodicalIF":1.8000,"publicationDate":"2025-05-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1002/eng2.70196","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering reports : open access","FirstCategoryId":"1085","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/eng2.70196","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
引用次数: 0

Abstract

Aggregates constitute ~60%–80% of concrete volume and play a crucial role in determining its mechanical and durability properties. In the context of sustainable construction, artificial aggregates derived from industrial by-products are gaining prominence as environmentally responsible alternatives to natural aggregates. This study presents the development and performance evaluation of a novel lightweight concrete incorporating artificial polymer lightweight aggregate synthesized from coal fly ash (CFA), epoxy resin, and a hardener in varying CFA-to-resin ratios (70:30, 74:26, and 80:20 by weight). The proposed mix design aims to address the increasing demand for lightweight, durable, and sustainable materials suitable for biomedical infrastructure applications, which require enhanced thermal insulation, fire resistance, and seismic performance. Concrete mixtures were designed to achieve target compressive strengths of 17.5, 20, and 30 MPa, with both lightweight (BR series) and normal weight (BN series) concrete formulations evaluated. Results demonstrated that the incorporation of polymer lightweight aggregates reduced the bulk density of concrete by up to 15.36%, while meeting or exceeding the required compressive strength thresholds for BR_17.5 and BR_20 mixtures. Although the BR_30 mix did not meet the target strength, polymer lightweight aggregate-based concrete exhibited significantly improved flexural strength (up to 60.57% higher than conventional mixes) and enhanced chemical durability when exposed to acidic and saline environments. However, its resistance to elevated temperatures was lower compared to that of conventional concrete. The findings suggest that polymer lightweight aggregate concrete offers a promising sustainable material solution for biomedical infrastructure and other applications demanding lightweight, durable, and thermally efficient construction materials. The utilization of industrial waste in polymer lightweight aggregate production not only contributes to environmental conservation but also advances the development of next-generation building materials aligned with circular economy principles.

生物医学基础设施用粉煤灰人造聚合物轻骨料混凝土:力学、物理和微观结构研究
骨料占混凝土体积的60% ~ 80%,对混凝土的力学性能和耐久性起着至关重要的作用。在可持续建筑的背景下,从工业副产品中提取的人工集料作为对环境负责的天然集料替代品正日益突出。本研究介绍了一种新型轻质混凝土的开发和性能评估,该混凝土由粉煤灰(CFA)、环氧树脂和不同CFA与树脂比例(70:30、74:26和80:20)的硬化剂合成的人工聚合物轻骨料。拟议的混合设计旨在满足对适合生物医学基础设施应用的轻质、耐用和可持续材料日益增长的需求,这些材料需要增强隔热、耐火和抗震性能。设计的混凝土混合料达到17.5、20和30 MPa的目标抗压强度,并对轻质(BR系列)和正常重量(BN系列)混凝土配方进行了评估。结果表明,聚合物轻骨料的掺入使混凝土体积密度降低了15.36%,同时达到或超过了BR_17.5和BR_20混合料所需的抗压强度阈值。尽管BR_30混合料没有达到目标强度,但聚合物轻骨料基混凝土在酸性和盐碱环境下的抗弯强度显著提高(比常规混合料提高60.57%),化学耐久性增强。然而,与传统混凝土相比,它对高温的抵抗力较低。研究结果表明,聚合物轻骨料混凝土为生物医学基础设施和其他需要轻质、耐用和热效率高的建筑材料的应用提供了一种有前途的可持续材料解决方案。工业废弃物在聚合物轻骨料生产中的利用不仅有助于环境保护,而且还促进了符合循环经济原则的下一代建筑材料的发展。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
CiteScore
5.10
自引率
0.00%
发文量
0
审稿时长
19 weeks
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信