Please use this identifier to cite or link to this item: https://rda.sliit.lk/handle/123456789/2303
Title: Use of Natural Fibres to enhance tensile strength of concrete
Authors: Seneviratne, R.A.C.J
Tharmarajah, G
Archbold, p
Keywords: Compressive
flexural strength
coir fibres
unit weight
high strength concrete
Issue Date: 21-Jul-2017
Publisher: ACADEMIC JOURNAL OF CIVIL ENGINEERING
Citation: Seneviratne, R. A. C. J., Tharmarajah, G., & Archbold, P. (2017). Use of natural fibres to enhance tensile strength of concrete. Academic Journal of Civil Engineering, 35(2), 48-53. https://doi.org/10.26168/icbbm2017.5
Series/Report no.: 2nd International Conference on Bio-based Building Materials & 1st Conference on ECOlogical valorisation of GRAnular and FIbrous materials;VOL 35 NO 2 (2017): SPECIAL ISSUE - ICBBM 2017
Abstract: This paper discusses the influence of natural fibres on density, compressive strength and flexural strength of fibre reinforced concrete specimens. Coir fibre extracted from coconut husk was added to high strength concrete to produced 36 test cubes and 36 beam samples. Tests carried out on cube and beam samples show that compressive strength of high strength concrete reduces with addition of coir fibres. The reduction is noticed varying with the change of fibre content and fibre length. Further, comparison between cubes and beams indicate variation in density of the concrete as well. The test results show that a reduction in flexural strength in most cases except for 2% coir fibre reinforced concrete, where a slight enhancement was noticed in flexural strength.
URI: http://rda.sliit.lk/handle/123456789/2303
Appears in Collections:Research Papers - Department of Civil Engineering
Research Papers - Open Access Research
Research Papers - SLIIT Staff Publications

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