Publication:
Impact Resistance Behaviour of Light Weight Rice Husk Concrete with Bamboo Reinforcement

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dc.citedby5
dc.contributor.authorMuda Z.C.en_US
dc.contributor.authorBeddu S.en_US
dc.contributor.authorSyamsir A.en_US
dc.contributor.authorAting J.S.en_US
dc.contributor.authorMohd Kamal N.L.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.authorid55812080500en_US
dc.contributor.authorid57195320482en_US
dc.contributor.authorid57189249548en_US
dc.contributor.authorid56239107300en_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.accessioned2023-05-29T06:12:12Z
dc.date.available2023-05-29T06:12:12Z
dc.date.issued2016
dc.descriptionBamboo; Concrete slabs; Concretes; Cracks; Drops; Light weight concrete; Reinforcement; Bamboo reinforcement; Crack resistance; Drop weight impact; Light weight; Linear relationships; Low impacts; Projectile tests; Slab thickness; Concrete reinforcements; bamboo; concrete; crack; diameter; impact; reinforcement; research work; rice; slab; weighten_US
dc.description.abstractThis paper investigate the performance of lightweight rice husk concrete (LWRHC) with varied bamboo reinforcement content for the concrete slab of 300mm � 300mm size reinforced 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 0.65 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 bamboo reinforcement and slab thickness. A linear relationship has been established between first and ultimate crack resistance against bamboo diameters and slab thickness by the experiment. The linear relationship has also been established between the service (first) crack and ultimate crack resistance against the bamboo reinforcement diameter and slab thickness. 5% RH content exhibit better first and ultimate crack resistance up to 1.80 times and up to 1.72 times respectively against 10% RH content.en_US
dc.description.natureFinalen_US
dc.identifier.ArtNo12020
dc.identifier.doi10.1088/1755-1315/32/1/012020
dc.identifier.issue1
dc.identifier.scopus2-s2.0-84966558964
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84966558964&doi=10.1088%2f1755-1315%2f32%2f1%2f012020&partnerID=40&md5=8138471c47b6692b7f3e637f3b411987
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/22779
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.titleImpact Resistance Behaviour of Light Weight Rice Husk Concrete with Bamboo Reinforcementen_US
dc.typeConference Paperen_US
dspace.entity.typePublication
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