Enhancing Crack Resistance and Strength of Recycled Aggregate Concrete with End-of-Life Tire Steel Fibers

Asad Zia , Jaroslav Prokop , Ivan Holly
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引用次数: 0

Abstract

An increase in the use of recycled concrete aggregates (RCA) reduces concrete properties. Industrial fibers are proposed to enhance RCA concrete (RAC) but have production emissions and costs. Using waste fibers offers a sustainable solution. Recycled steel fibers from end-of-life tires are a viable option. This study evaluates the efficacy of end-of-life tire steel fibers (EFs) for RAC performance. Concrete with 75% RCA is investigated, with 0.60% industrial steel fibers (IFs) and EFs added. Compressive strength, energy absorption, toughness index, split tensile strength, and water absorption are evaluated. Results show that EFs enhance properties, suggesting potential for sustainable construction practices.
废旧轮胎钢纤维增强再生骨料混凝土抗裂性和强度
再生混凝土骨料(RCA)使用的增加降低了混凝土的性能。工业纤维被提出用于增强RCA混凝土(RAC),但存在生产排放和成本问题。使用废纤维提供了一个可持续的解决方案。从报废轮胎中回收钢纤维是一个可行的选择。本研究评估了报废轮胎钢纤维(EFs)对RAC性能的影响。研究了掺量为75% RCA、掺量为0.60%工业钢纤维(IFs)和EFs的混凝土。对抗压强度、能量吸收、韧性指数、劈裂抗拉强度和吸水率进行了评价。结果表明,EFs增强了性能,表明可持续建筑实践的潜力。
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CiteScore
1.70
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