Experimental Study on Coconut Fibre Reinforced Self Compaction Concrete

Mohammad Meer, Akshay Sharma, Gaurav Wadhwani, Ashish Juneja
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Abstract

Self-Compacting Concrete (SCC) has revolutionized the construction industry with its superior flowability, workability, and ability to consolidate under its own weight without the need for mechanical vibration. However, the brittleness and cracking susceptibility of traditional SCC remain significant concerns, especially in applications requiring enhanced durability and structural integrity. To address these challenges, the incorporation of natural fibres such as coconut fibres into SCC has emerged as a promising solution. Coconut Fibre Reinforced Self-Compacting Concrete (CFRSCC) is an innovative material that combines the advantages of SCC with the mechanical benefits of coconut fibres. Coconut fibres are abundant, renewable, and environmentally friendly, making them a sustainable choice for reinforcement. The addition of these fibres improves the tensile strength, ductility, and crack resistance of SCC, thus enhancing its overall performance. This study compares the properties of CFRSCC with traditional SCC, focusing on key parameters such as compressive strength, tensile strength, flexural strength, and durability. The results indicate that CFRSCC exhibits superior mechanical properties, including increased tensile and flexural strength due to the bridging effect of the fibres, which helps to arrest crack propagation and improve post-cracking behavior. Furthermore, the enhanced ductility of CFRSCC contributes to greater energy absorption and deformation capacity, making it more resilient under dynamic and impact loads. In terms of sustainability, CFRSCC leverages agricultural waste products, thereby reducing the reliance on synthetic fibres and contributing to waste management and environmental conservation. The utilization of coconut fibres also offers economic benefits, particularly in regions where coconut production is prevalent, by providing a value-added use for by-products that would otherwise be discarded. In conclusion, CFRSCC presents a superior alternative to traditional SCC by addressing its limitations and offering enhanced mechanical performance, sustainability, and economic advantages. This innovative material holds significant potential for a wide range of construction applications, promoting more durable, resilient, and eco-friendly infrastructure development.
椰子纤维加固自密实混凝土的实验研究
自密实混凝土(SCC)凭借其优异的流动性、施工性以及无需机械振动即可在自重作用下固结的能力,为建筑行业带来了革命性的变化。然而,传统 SCC 的脆性和易开裂性仍然是令人担忧的重要问题,尤其是在需要增强耐久性和结构完整性的应用中。为了应对这些挑战,将天然纤维(如椰子纤维)融入 SCC 已成为一种很有前景的解决方案。椰子纤维增强自密实混凝土(CFRSCC)是一种创新材料,它结合了自密实混凝土的优点和椰子纤维的机械性能。椰子纤维资源丰富、可再生且环保,是一种可持续的加固材料。添加这些纤维可提高 SCC 的拉伸强度、延展性和抗裂性,从而增强其整体性能。本研究比较了 CFRSCC 和传统 SCC 的性能,重点关注抗压强度、抗拉强度、抗弯强度和耐久性等关键参数。结果表明,CFRSCC 具有优异的机械性能,包括由于纤维的架桥效应而提高的抗拉强度和抗弯强度,这有助于阻止裂纹扩展并改善开裂后的行为。此外,CFRSCC 增强的延展性有助于提高能量吸收和变形能力,使其在动态和冲击负荷下更具弹性。在可持续性方面,CFRSCC 利用了农业废品,从而减少了对合成纤维的依赖,有助于废物管理和环境保护。椰子纤维的利用还带来了经济效益,特别是在盛产椰子的地区,因为它为原本会被丢弃的副产品提供了增值用途。总之,CFRSCC 解决了传统 SCC 的局限性,提供了更好的机械性能、可持续性和经济优势,是一种优于传统 SCC 的替代材料。这种创新材料在广泛的建筑应用中具有巨大潜力,可促进更耐用、更有弹性和更环保的基础设施发展。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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