An Experimental Study on the Mechanical Properties of Concrete by Using Human Hair Fiber as Reinforcement

Ali Ahmer Faheem, Aqeel Ahmed, Abdul Rahim Khan, Zaheer Ahmed, Naveed Anjum, Hasnain Ahmed
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Abstract

The growing demand for sustainable construction materials has spurred an exploration into alternative reinforcements for concrete. In recent years, human hair fibers have emerged as a promising eco-friendly option due to their abundance, cost-effectiveness, and impressive mechanical properties. Due to this study, various sources are tapped to acquire human hair fibers, which are then subjected to a series of tests to determine their physical and mechanical attributes, including tensile strength, elasticity, and aspect ratio. Following this, concrete samples are carefully prepared, with traditional coarse aggregate being partially replaced by varying volumes of human hair fibers. A comprehensive set of experiments is carried out to assess both the initial and solidified properties of the resulting hair fiber-reinforced concrete (HFRC). The mechanical features of HFRC, such as compressive strength, flexural strength, and splitting tensile strength, are scrutinized and compared to those of standard concrete. An extensive investigation into how the volume of hair fibers influences these properties is conducted, pinpointing the optimal fiber dosage. Additionally, a microstructural analysis of HFRC is conducted using scanning electron microscopy (SEM) to shed light on the connection between the hair fibers and the cementitious matrix. The research findings confirm that including human hair fibers enhances the mechanical performance of concrete. The results emphasize improved tensile strength, ductility, and resistance to cracking in HFRC when compared to traditional concrete. Furthermore, the study delves into the economic and environmental benefits of using human hair fibers as a reinforcing material. The significance of this study lies in its substantial contribution to the field of sustainable construction materials by harnessing a renewable and readily available resource. The implications of these findings for the construction industry are profound, offering an innovative way to improve the mechanical properties of concrete while simultaneously reducing its environmental impact.
使用人发纤维作为加固材料对混凝土力学性能的实验研究
对可持续建筑材料的需求日益增长,促使人们开始探索混凝土的替代加固材料。近年来,人发纤维因其数量多、成本效益高和令人印象深刻的机械性能,成为一种很有前景的环保选择。在这项研究中,我们通过各种渠道获取人发纤维,然后对其进行一系列测试,以确定其物理和机械属性,包括拉伸强度、弹性和长宽比。随后,仔细制备混凝土样品,用不同体积的人类头发纤维部分取代传统的粗骨料。为了评估毛发纤维增强混凝土(HFRC)的初始特性和凝固特性,我们进行了一系列综合实验。对 HFRC 的抗压强度、抗弯强度和劈裂拉伸强度等力学性能进行了仔细研究,并与标准混凝土的力学性能进行了比较。研究人员对毛纤维的数量如何影响这些特性进行了广泛的调查,从而确定了最佳纤维用量。此外,还使用扫描电子显微镜(SEM)对 HFRC 进行了微观结构分析,以揭示毛发纤维与水泥基质之间的联系。研究结果证实,加入人发纤维可提高混凝土的机械性能。研究结果表明,与传统混凝土相比,人发纤维混凝土的抗拉强度、延展性和抗裂性都有所提高。此外,研究还深入探讨了使用人发纤维作为增强材料的经济和环境效益。这项研究的意义在于,它通过利用一种可再生且随时可用的资源,为可持续建筑材料领域做出了重大贡献。这些研究成果对建筑行业的影响是深远的,它提供了一种创新的方法来改善混凝土的机械性能,同时减少对环境的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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