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dc.contributor.authorJayamanne, B.C.D.-
dc.contributor.authorVelauthapillai, S-
dc.date.accessioned2023-11-13T10:33:07Z-
dc.date.available2023-11-13T10:33:07Z-
dc.date.issued2023-03-25-
dc.identifier.issn2961-5011-
dc.identifier.urihttps://rda.sliit.lk/handle/123456789/3579-
dc.description.abstractEven 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.en_US
dc.language.isoenen_US
dc.publisherSri Lanka Institute of Information Technologyen_US
dc.relation.ispartofseriesProceedings of the SLIIT International Conference On Engineering and Technology,;VOL 2-
dc.subjectCFRCen_US
dc.subjectCoconut Fibreen_US
dc.subjectCompressive Strengthen_US
dc.subjectSplit Tensile Strengthen_US
dc.titleUsing Coconut Fibre To Improve The Tensile Characteristics Of Concreteen_US
dc.typeArticleen_US
dc.identifier.doihttps://doi.org/10.54389/YVZT5486en_US
Appears in Collections:Proceedings of the SLIIT International Conference on Engineering and Technology Vol. 02, 2023

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