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椰纤维增强混凝土的力学与耐久性性能:综述

Mechanical and Durability Performance of Coconut Fiber Reinforced Concrete: A State-of-the-Art Review.

作者信息

Ahmad Jawad, Majdi Ali, Al-Fakih Amin, Deifalla Ahmed Farouk, Althoey Fadi, El Ouni Mohamed Hechmi, El-Shorbagy Mohammed A

机构信息

Department of Civil Engineering, Swedish College of Engineering, Rawalpindi 47080, Pakistan.

Department of Building and Construction Technologies Engineering, Al-Mustaqbal University College, Hillah 51001, Iraq.

出版信息

Materials (Basel). 2022 May 18;15(10):3601. doi: 10.3390/ma15103601.

Abstract

The push for sustainability in the construction sector has demanded the use of increasingly renewable resources. These natural fibers are biodegradable and non-toxic, and their mechanical capabilities are superior to those of synthetic fibers in terms of strength and durability. A lot of research recommends coconut fibers as an alternative to synthetic fibers. However, the knowledge is scattered, and no one can easily judge the suitability of coconut fibers in concrete. This paper presents a summary of research progress on coconut fiber (natural fibers) reinforced concrete. The effects of coconut fibers on the properties of concrete are reviewed. Factors affecting the fresh, hardened, and durability properties of concrete reinforced with coconut fiber are discussed. Results indicate that coconut fiber improved the mechanical performance of concrete due to crack prevention, similar to the synthetic fibers but decreased the flowability of concrete. However, coconut fibers improved flexure strength more effectively than compressive strength. Furthermore, improvement in some durability performance was also observed, but less information is available in this regard. Moreover, the optimum dose is an important parameter for high-strength concrete. The majority of researchers indicate that 3.0% coconut fiber is the optimum dose. The overall study demonstrates that coconut fibers have the creditability to be used in concrete instead of synthetic fibers.

摘要

建筑行业对可持续发展的推动要求使用越来越多的可再生资源。这些天然纤维可生物降解且无毒,并且在强度和耐久性方面,它们的机械性能优于合成纤维。许多研究推荐椰子纤维作为合成纤维的替代品。然而,相关知识较为分散,没有人能轻易判断椰子纤维在混凝土中的适用性。本文总结了椰子纤维(天然纤维)增强混凝土的研究进展。综述了椰子纤维对混凝土性能的影响。讨论了影响椰子纤维增强混凝土新拌性能、硬化性能和耐久性的因素。结果表明,与合成纤维类似,椰子纤维由于能防止开裂而提高了混凝土的力学性能,但降低了混凝土的流动性。然而,椰子纤维对弯曲强度的改善比对抗压强度的改善更有效。此外,还观察到一些耐久性性能有所改善,但这方面的信息较少。此外,最佳用量是高强度混凝土的一个重要参数。大多数研究人员表明,3.0%的椰子纤维是最佳用量。总体研究表明,椰子纤维有取代合成纤维用于混凝土的可信度。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cce3/9143988/8a50a3c284a8/materials-15-03601-g001.jpg

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