Publication:
Impact Resistance Performance of Kenaf Fibre Reinforced Concrete

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dc.citedby7
dc.contributor.authorMuda Z.C.en_US
dc.contributor.authorMohd Kamal N.L.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.authorThiruchelvam S.en_US
dc.contributor.authorUsman F.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.authorid56239107300en_US
dc.contributor.authorid57195320482en_US
dc.contributor.authorid57189227744en_US
dc.contributor.authorid55812080500en_US
dc.contributor.authorid26032672000en_US
dc.contributor.authorid55812442400en_US
dc.contributor.authorid55812540000en_US
dc.contributor.authorid57199298044en_US
dc.contributor.authorid23466519000en_US
dc.contributor.authorid57189246634en_US
dc.date.accessioned2023-05-29T06:12:16Z
dc.date.available2023-05-29T06:12:16Z
dc.date.issued2016
dc.descriptionConcrete slabs; Concretes; Cracks; Drops; Fiber reinforced materials; Fibers; Hemp; Kenaf fibers; Mesh generation; Crack resistance; Drop weight impact; Fiber diameters; Fibre reinforced concrete; Impact resistance performance; Linear relationships; Mesh reinforcement; Projectile tests; Reinforced concrete; crack; diameter; impact; performance assessment; reinforced concrete; research work; slab; spacing; stress resistance; weight; Fibers; Kenaf; Reinforced Concrete; Hibiscus cannabinusen_US
dc.description.abstractThis paper investigate the performance of kenaf fibre mesh reinforced concrete (KFMRC) with varied kenaf fibre mesh reinforcement content for the concrete slab of 300mm � 300mm size reinforced with different mesh diameter at constant spacing with varied slab thickness 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 main variables for the study is to find the relationship of the impact resistance against the amount of mesh reinforcement and slab thickness. A linear relationship has been established between first and ultimate crack resistance against kenaf fiber diameters by the experiment. The linear relationship has also been established between the service (first) crack and ultimate crack resistance against the slab thickness. The threshold (highest) values for service crack and ultimate crack is 47.9 N/mm2 and 130.58 N/mm2 respectively observed and computed for 50 mm slab with 7 mm diameter mesh.en_US
dc.description.natureFinalen_US
dc.identifier.ArtNo12019
dc.identifier.doi10.1088/1755-1315/32/1/012019
dc.identifier.issue1
dc.identifier.scopus2-s2.0-84966550374
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84966550374&doi=10.1088%2f1755-1315%2f32%2f1%2f012019&partnerID=40&md5=163fefd44e4ac5005310a228fed1b756
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/22787
dc.identifier.volume32
dc.publisherInstitute of Physics Publishingen_US
dc.relation.ispartofAll Open Access, Gold
dc.sourceScopus
dc.sourcetitleIOP Conference Series: Earth and Environmental Science
dc.titleImpact Resistance Performance of Kenaf Fibre Reinforced Concreteen_US
dc.typeConference Paperen_US
dspace.entity.typePublication
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