Predicting the engineering properties of concrete using acanthus montanus fibre

dc.contributor.authorYalley, Paa Kofi Peter
dc.contributor.authorBraimah, K.
dc.contributor.authorTwumasi, O.W.
dc.date.accessioned2023-12-04T13:48:29Z
dc.date.available2023-12-04T13:48:29Z
dc.date.issued2016
dc.description.abstractAcanthus montanus (Natural Sponge) fibre is abundant in Ghanaian forest. The Density, Compressive, Tensile strengths and Toughness of concrete reinforced with Acanthus montanus fibre were evaluated. A basic mix ratio of 1:1.5:3.0/0.5 (cement: sand: stones/wc) was used for the concrete with/without fibre. Fibre weight fraction of 0.25%, 0.50%, and 0.75% was added to concrete with varying wc ratios of 0.45, 0.50 and 0.55. The specimens were prepared, cured and tested in accordance with BS1881: 1982. Specimen with 0.75% fibre and 0.50 wc ratio had tensile strength of 4.09N/mm2 , 18% over the plain concrete. There was improvement of toughness by about 6% over the plain concrete with 0.75% fibre addition and 0.5 wc ratio. However, the addition of fibre did not improve the compressive strength. The specimen with 0.25% of fibre content and w/c of 0.5 had the highest compressive strength of 38 N/mm2 , among the fibre enhanced concrete, which is 5% lower than the plain concrete. The results of the study support the conclusion that addition of Natural Sponge fibre up to 0.75% (by weight of cement) is suitable enhancement of concrete where the Tensile strength and ductility of the concrete is emphasized for engineering purposes.
dc.identifier.citationBraimah, K., Yalley, P. P., & Twumasi, O. W. Predicting the engineering properties of concrete using acanthus montanus fibre.
dc.identifier.urihttps://ir.aamusted.edu.gh/handle/123456789/1145
dc.language.isoen
dc.publisherInternational Journal of Engineering Science Invention
dc.titlePredicting the engineering properties of concrete using acanthus montanus fibre
dc.typeArticle
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