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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 |
Files in This Item:
File | Description | Size | Format | |
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Using coconut fibre to improve the tensile.pdf | 636.95 kB | Adobe PDF | View/Open |
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