Publication:
Effect of Mesh Distribution on Impact Resistance Performance of Kenaf Fibre Reinforced Concrete

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dc.contributor.authorMuda Z.C.en_US
dc.contributor.authorThiruchelvam S.en_US
dc.contributor.authorSyamsir A.en_US
dc.contributor.authorSheng C.Y.en_US
dc.contributor.authorBeddu S.en_US
dc.contributor.authorMustapha K.N.en_US
dc.contributor.authorUsman F.en_US
dc.contributor.authorKamal N.L.M.en_US
dc.contributor.authorAlam M.A.en_US
dc.contributor.authorBirima A.H.en_US
dc.contributor.authorZaroog O.S.en_US
dc.contributor.authorid55812444000en_US
dc.contributor.authorid55812442400en_US
dc.contributor.authorid57195320482en_US
dc.contributor.authorid57189227744en_US
dc.contributor.authorid55812080500en_US
dc.contributor.authorid26032672000en_US
dc.contributor.authorid55812540000en_US
dc.contributor.authorid56239107300en_US
dc.contributor.authorid57199298044en_US
dc.contributor.authorid23466519000en_US
dc.contributor.authorid57189246634en_US
dc.date.accessioned2023-05-29T06:12:15Z
dc.date.available2023-05-29T06:12:15Z
dc.date.issued2016
dc.descriptionConcrete slabs; Concretes; Drops; Fiber reinforced materials; Hemp; Kenaf fibers; Reinforced concrete; Drop weight impact; Fibre reinforced concrete; Impact energy; Impact performance; Impact resistance performance; Mesh distributions; Projectile tests; Slab thickness; Mesh generation; crack propagation; diameter; height; impact; performance assessment; reinforced concrete; research work; size; steel; testing method; weight; Hibiscus cannabinusen_US
dc.description.abstractThis paper investigate the effect of the mesh distribution on the impact performance of kenaf fibre mesh reinforced concrete (KFMRC) for the concrete slab of 300mm � 300mm size reinforced with varied thickness and mesh diameter 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 0.40 m height has been used in this research work. The objective of this research is to study the effect of the mesh distribution on the impact resistance kenaf fibre mesh concrete for various slab thickness and mesh diameter. 2-layers one Top and one Bottom mesh distribution kenaf mesh is the most efficient in the ability to control crack formation and propagation against impact energy followed by 1-layer Middle mesh distribution and lastly the 1-layer Top mesh distribution is the least effective.en_US
dc.description.natureFinalen_US
dc.identifier.ArtNo12025
dc.identifier.doi10.1088/1755-1315/32/1/012025
dc.identifier.issue1
dc.identifier.scopus2-s2.0-84966550526
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84966550526&doi=10.1088%2f1755-1315%2f32%2f1%2f012025&partnerID=40&md5=1f2d284216655deefcf4e2c3f913e1f1
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/22785
dc.identifier.volume32
dc.publisherInstitute of Physics Publishingen_US
dc.relation.ispartofAll Open Access, Bronze
dc.sourceScopus
dc.sourcetitleIOP Conference Series: Earth and Environmental Science
dc.titleEffect of Mesh Distribution on Impact Resistance Performance of Kenaf Fibre Reinforced Concreteen_US
dc.typeConference Paperen_US
dspace.entity.typePublication
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