Comprehensive investigation of the mechanical performance and evaluate the environmental impact of epoxy and polyester polymer concrete

IF 6.5 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Ahmed D. Almutairi , Abdulrahman I. Alateyah , Muneer K. Saeed , Hany A. Dahish , Waleed H. El-Garaihy , Majed O. Alawad , Amal BaQais
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Abstract

This research aims to investigate and compare the mechanical properties of polymer concrete (PC) with ordinary concrete (OC). The study specifically focuses on PC made with epoxy and polyester resins, aiming to understand how these materials perform in terms of their mechanical strength and behaviour. The optimal ratio of matrix to aggregate was determined by considering the even distribution of aggregate particles within the polymer matrix throughout the specimens which was (300 g Resin: 500 g Filler: 500 g Aggregate). The mechanical properties of both polymer concrete (PC) and ordinary concrete (OC) were thoroughly examined through a series of tests. These tests specifically focused on evaluating the compressive, tensile, and flexural strength of each material. Additionally, the impact of the post-curing process on the mechanical performance of polymer concrete specimens was assessed and reported. The study also analyzed the bond strength between polymer concrete and regular concrete. It further explored the environmental impact of polymer concrete. Epoxy polymer concrete significantly surpasses ordinary concrete, with flexural strength increasing by 357.14 %, tensile strength by 272.77 %, and compressive strength by 111.2 %. Similarly, polyester polymer concrete shows even greater enhancements, with increases of 367.66 % in flexural strength, 300.49 % in tensile strength, and 234.08 % in compressive strength. The results provide insights into the potential advantages of polymer concrete, particularly in terms of strength and environmental resilience compared to conventional concrete.
对环氧树脂和聚酯聚合物混凝土的力学性能进行了综合研究,并对其环境影响进行了评价
本研究旨在探讨聚合物混凝土(PC)与普通混凝土(OC)的力学性能并进行比较。该研究特别关注由环氧树脂和聚酯树脂制成的PC,旨在了解这些材料在机械强度和性能方面的表现。通过考虑聚合物基体中骨料颗粒在整个试样中的均匀分布,确定了最佳的基质与骨料的比例为(300 g树脂:500 g填料:500 g骨料)。通过一系列试验,对聚合物混凝土(PC)和普通混凝土(OC)的力学性能进行了较为全面的研究。这些测试特别侧重于评估每种材料的抗压、拉伸和弯曲强度。此外,还评估和报道了后固化工艺对聚合物混凝土试件力学性能的影响。研究还分析了聚合物混凝土与普通混凝土的粘结强度。进一步探讨了聚合物混凝土对环境的影响。环氧聚合物混凝土的抗弯强度提高了357.14 %,抗拉强度提高了272.77 %,抗压强度提高了111.2 %。同样,聚酯聚合物混凝土表现出更大的增强,抗弯强度提高了367.66 %,抗拉强度提高了300.49 %,抗压强度提高了234.08 %。研究结果揭示了聚合物混凝土的潜在优势,特别是与传统混凝土相比,在强度和环境弹性方面。
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来源期刊
CiteScore
7.60
自引率
19.40%
发文量
842
审稿时长
63 days
期刊介绍: Case Studies in Construction Materials provides a forum for the rapid publication of short, structured Case Studies on construction materials. In addition, the journal also publishes related Short Communications, Full length research article and Comprehensive review papers (by invitation). The journal will provide an essential compendium of case studies for practicing engineers, designers, researchers and other practitioners who are interested in all aspects construction materials. The journal will publish new and novel case studies, but will also provide a forum for the publication of high quality descriptions of classic construction material problems and solutions.
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