使用人发和铝纤维加固混凝土的比较研究

Shahla Thasni P., Sandra E, Najil N, Muhammed Saneed PP, Jithma T
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摘要

本研究调查了人发纤维和铝纤维作为混凝土加固材料的功效,分析了它们对抗压、抗弯和抗拉强度的影响。在混凝土混合物中系统地加入了不同比例的纤维(水泥重量的 0%、0.5%、1% 和 1.5%)。立方体的抗压强度测试、梁的抗弯强度评估和圆柱体的抗拉强度评估揭示了材料的承重、弯曲和拉伸能力。人发增强混凝土的抗压强度显著提高。结果表明,人发纤维增强混凝土(HHFRC)的强度在达到最佳比例后会逐渐提高。同时,铝纤维增强混凝土(AFRC)在纤维含量较高的情况下也有显著提高。AFRC 优越的机械性能源于铝纤维的高抗拉强度和刚度,可增强粘结力,使混凝土更致密、更坚固。这些发现为根据具体项目需求为混凝土结构选择纤维加固材料提供了参考。
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Comparative Study of Reinforced Concrete Using Human Hair and Aluminum Fibres
This study investigates the efficacy of human hair and aluminum fibres as reinforcements in concrete, analyzing their impact on compressive, flexural, and tensile strengths. Different fibre percentages (0%, 0.5%, 1%, and 1.5% by weight of cement) are systematically incorporated into concrete mixtures. Compressive strength tests on cubes, flexural strength assessments on beams, and tensile strength evaluations on cylinders reveal insights into the material's load-bearing, bending, and stretching capacities. Human hair-reinforced concrete showed significant improvements in compressive strength. Results indicate a gradual strength increase in Human Hair Fibre Reinforced Concrete (HHFRC) up to an optimal percentage. At the same time, Aluminum Fibre Reinforced Concrete (AFRC) shows significant enhancement in higher fibre content. AFRC's superior mechanical properties stem from aluminum fibres high tensile strength and stiffness, enhancing bond formation and resulting in denser, stronger concrete. These findings inform the selection of fibre reinforcement for concrete structures tailored to specific project needs.
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