Publication:
Impact Resistance Behaviour of Banana Fiber Reinforced Slabs

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dc.citedby8
dc.contributor.authorMuda Z.C.en_US
dc.contributor.authorSyamsir A.en_US
dc.contributor.authorMustapha K.N.en_US
dc.contributor.authorSamsudin M.R.en_US
dc.contributor.authorThiruchelvam S.en_US
dc.contributor.authorUsman F.en_US
dc.contributor.authorBeddu S.en_US
dc.contributor.authorMohd Kamal N.L.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.authorid57195320482en_US
dc.contributor.authorid26032672000en_US
dc.contributor.authorid57189231892en_US
dc.contributor.authorid55812442400en_US
dc.contributor.authorid55812540000en_US
dc.contributor.authorid55812080500en_US
dc.contributor.authorid56239107300en_US
dc.contributor.authorid57199298044en_US
dc.contributor.authorid23466519000en_US
dc.contributor.authorid57189246634en_US
dc.date.accessioned2023-05-29T06:12:11Z
dc.date.available2023-05-29T06:12:11Z
dc.date.issued2016
dc.descriptionDrops; Fruits; Reinforcement; Banana fibers; Banana fibres; Crack resistance; Drop weight impact; Linear relationships; Projectile tests; Slab thickness; Steel balls; Cracks; crack; experimental design; impact; performance assessment; reinforcement; research work; spacing; steel structure; weighten_US
dc.description.abstractThis paper investigate the performance of banana fibre reinforced slabs 300mm � 300mm size with varied thickness subjected to low impact projectile test. A self-fabricated drop-weight impact test rig with a steel ball weight of 1.25 kg drop at 1 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 BF contents and slab thickness. A linear relationship has been established between first and ultimate crack resistance against BF contents and slab thickness by the experiment. The linear relationship has also been established between the service (first) crack and ultimate crack resistance against the BF contents for a constant spacing for various banana fibre reinforced slab thickness. The increment in BF content has more effect on the first crack resistance than the ultimate crack resistance. The linear relationship has also been established between the service (first) crack and ultimate crack resistance against the various slab thickness. Overall 1.5% BF content with slab thickness of 40 mm exhibit better first and ultimate crack resistance up to 16 times and up to 17 times respectively against control slab (without BF).en_US
dc.description.natureFinalen_US
dc.identifier.ArtNo12017
dc.identifier.doi10.1088/1755-1315/32/1/012017
dc.identifier.issue1
dc.identifier.scopus2-s2.0-84966559977
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84966559977&doi=10.1088%2f1755-1315%2f32%2f1%2f012017&partnerID=40&md5=bdad160c3872f8788029ed23b54c5f0b
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/22778
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 Behaviour of Banana Fiber Reinforced Slabsen_US
dc.typeConference Paperen_US
dspace.entity.typePublication
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