Please use this identifier to cite or link to this item: https://rda.sliit.lk/handle/123456789/3579
Title: Using Coconut Fibre To Improve The Tensile Characteristics Of Concrete
Authors: Jayamanne, B.C.D.
Velauthapillai, S
Keywords: CFRC
Coconut Fibre
Compressive Strength
Split Tensile Strength
Issue Date: 25-Mar-2023
Publisher: Sri Lanka Institute of Information Technology
Series/Report no.: Proceedings of the SLIIT International Conference On Engineering and Technology,;VOL 2
Abstract: Even though the building industry is modernizing in terms of technology and materials used, construction costs have risen, as has the environmental impact. The behavior of coconut fiber in a concrete structure is described in this paper. Coconut fiber increases a range of technical qualities in concrete. Sustainability is a generally accepted concept in today's construction industry. Coconut fibers have the highest tenacity of any natural fiber. They can be used for reinforcement in low-cost, basic concrete structures. The experiment will be conducted out on concrete with fibre inclusion in four different mix proportions (0%, 2%, 4%, and 6% by weight of the cement). This experiment will assess the compressive strength and split tensile strength of coconut fiber-reinforced concrete after 7 and 28 days. This test is sufficient for M20 and M30 grade concrete. According to this study, CFRC with a fiber fraction of 2% had the best Split Tensile Strength. Additionally, adding coconut fibers reduces the compressive strength of concrete.
URI: https://rda.sliit.lk/handle/123456789/3579
ISSN: 2961-5011
Appears in Collections:Proceedings of the SLIIT International Conference on Engineering and Technology Vol. 02, 2023

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