Please use this identifier to cite or link to this item: http://dspace.uniten.edu.my/jspui/handle/123456789/6327
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dc.contributor.authorMuda, Z.C.-
dc.contributor.authorUsman, F.-
dc.contributor.authorSyamsir, A.-
dc.contributor.authorYang, C.S.-
dc.contributor.authorMustapha, K.N.-
dc.contributor.authorBeddu, S.-
dc.contributor.authorThiruchelvam, S.-
dc.contributor.authorKamal, N.L.M.-
dc.contributor.authorAlam, M.A.-
dc.contributor.authorBirima, A.H.-
dc.contributor.authorItam, Z.-
dc.contributor.authorZaroog, O.S.-
dc.date.accessioned2017-12-08T09:31:23Z-
dc.date.available2017-12-08T09:31:23Z-
dc.date.issued2016-
dc.identifier.urihttp://dspace.uniten.edu.my/jspui/handle/123456789/8050-
dc.description.abstractThis paper investigate the effect of the thickness and fibre volume fraction (VF) on the impact performance of steel fibre reinforced concrete (SFRC) for the concrete slab of 300mm × 300mm size reinforced subjected to low impact projectile test. A self-fabricated drop-weight impact test rig with a steel ball weight of 1.236 kg drop at 0.57 m height has been used in this research work. The objective of this research is to study the relationship of impact resistance SFRC against slab thickness and volume fraction. There is a good linear correlation between impact resistances of SFRC against slab thickness. However the impact resistance of SFRC against percentage of volume fraction exhibit a non-linear relationship.-
dc.language.isoen-
dc.titleEffect of Thickness and Fibre Volume Fraction on Impact Resistance of Steel Fibre Reinforced Concrete (SFRC)-
dc.typeArticle-
dc.identifier.doi10.1088/1755-1315/32/1/012026-
item.fulltextNo Fulltext-
item.grantfulltextnone-
Appears in Collections:COE Scholarly Publication
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