人发加固混凝土力学行为的实验研究

Q3 Engineering
Ramya N., Anitha J, Pradeepa S, Tamilselvi N, Subh
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引用次数: 0

摘要

纤维增强混凝土为解决混凝土中的微裂缝和类似的结构缺陷提供了一种实用而经济的解决方案。传统混凝土本身抗拉能力弱,需要采取措施提高其抗拉性能。一种非传统但有希望的加固选择是人的头发,因为它具有令人印象深刻的抗拉强度。人发纤维很容易获得,价格低廉,而且不会迅速降解,这可能会引起环境问题。本研究旨在探讨将人发纤维掺入素水泥混凝土的影响,重点是提高抗压强度、抗拉强度、抗折强度和裂缝预防,同时促进经济和环保的混凝土实践。在将人类头发纤维掺入混凝土混合物之前,需要进行一项涉及丙酮的细致清洁过程。实验评估在混凝土梁、立方体和圆柱体上进行,使用不同比例的人发纤维(水泥重量0%、1%、1.5%和2%)。研究结果表明,引入人类头发纤维作为钢筋,可以显著提高混凝土的性能。具体来说,与传统混凝土相比,在2%的人类头发纤维中,我们观察到抗压强度增加了3.29%,抗拉强度增加了10.87%,抗折强度提高了12.69%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental Study On Mechanical Behaviour Of Human Hair Reinforced Concrete
Fibre-reinforced concrete offers a practical and cost-effective solution for addressing micro-cracks and similar structural weaknesses in concrete. Traditional concrete is inherently weak in tension, necessitating measures to enhance its performance in this regard. One unconventional yet promising option for reinforcement is human hair due to its impressive tensile strength. Human hair fibres (HF) are readily available, affordable, and do not degrade quickly, which can contribute to environmental concerns. This study aims to investigate the impact of incorporating human hair fibres into plain cement concrete, with a focus on enhancing compressive strength, tensile strength, flexural strength, and crack prevention while promoting economic and eco-friendly concrete practices. Prior to incorporating human hair fibres into the concrete mix, a meticulous cleaning process involving acetone is carried out. Experimental assessments were conducted on concrete beams, cubes, and cylinders, utilizing various proportions of human hair fibres (0%, 1%, 1.5%, and 2% by weight of cement). The findings reveal that the introduction of human hair fibres as reinforcement leads to a noteworthy enhancement in concrete performance. Specifically, with a 2% inclusion of human hair fibres, we observed a 3.29% upsurge in compressive strength, a 10.87% increase in tensile strength, and a 12.69% improvement in flexural strength in comparison to traditional concrete.
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来源期刊
推进技术
推进技术 Engineering-Aerospace Engineering
CiteScore
1.40
自引率
0.00%
发文量
6610
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