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The Mechanical Performance of Polymer Concrete Incorporating Waste Tin Fibres

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dc.citedby0
dc.contributor.authorAshkan H.en_US
dc.contributor.authorNorhisham S.en_US
dc.contributor.authorBakar M.S.A.en_US
dc.contributor.authorSyamsir A.en_US
dc.contributor.authorAbdullah M.J.en_US
dc.contributor.authorAsyraf M.R.M.en_US
dc.contributor.authorChairi M.en_US
dc.contributor.authorYetrina M.en_US
dc.contributor.authorMelasari J.en_US
dc.contributor.authorFarid M.en_US
dc.contributor.authorid58891434200en_US
dc.contributor.authorid54581400300en_US
dc.contributor.authorid57202962691en_US
dc.contributor.authorid57195320482en_US
dc.contributor.authorid57693951500en_US
dc.contributor.authorid57205295733en_US
dc.contributor.authorid57213520780en_US
dc.contributor.authorid57917921900en_US
dc.contributor.authorid57213519364en_US
dc.contributor.authorid57204856210en_US
dc.date.accessioned2025-03-03T07:47:22Z
dc.date.available2025-03-03T07:47:22Z
dc.date.issued2024
dc.description.abstractConcrete is the most widely used construction material in the world. It is now possible to construct structures out of concrete because this durable compound that consists of water, aggregate, and Portland cement not only gives us many scopes of design but also has a very high compressive strength at a low cost. This paper deals with alternative materials for the most common construction material, cement-based concrete and polymer concrete (PC), containing waste tin fibres. The study covers the fabrication of polymer concrete and the execution of three tests: compressive strength, flexural tensile, and splitting tensile. Tests were conducted to determine the mechanical properties of the PC, and the results were analysed and evaluated on several PC specimens with different ratios of waste tin fibre. The results showed that using waste tin as fibre reinforcement in PC would substantially enhance the overall mechanical performance. Specifically, the optimum amount of waste tin as reinforcement in PC was 0.16% for compressive and splitting tensile strengths, while 0.20% was the optimum fibre loading for the flexural tensile strength. In this case, a positive outcome was found at a constant resin-to-filler ratio of 40:60 by volume and a matrix-to-aggregate ratio of 1:1.35 by weight. ? Universiti Putra Malaysia Press.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.47836/pjst.32.1.09
dc.identifier.epage159
dc.identifier.issue1
dc.identifier.scopus2-s2.0-85185277486
dc.identifier.spage143
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85185277486&doi=10.47836%2fpjst.32.1.09&partnerID=40&md5=591249454f06f713e780c3f9bf272f6f
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/37089
dc.identifier.volume32
dc.pagecount16
dc.publisherUniversiti Putra Malaysia Pressen_US
dc.relation.ispartofAll Open Access; Hybrid Gold Open Access
dc.sourceScopus
dc.sourcetitlePertanika Journal of Science and Technology
dc.titleThe Mechanical Performance of Polymer Concrete Incorporating Waste Tin Fibresen_US
dc.typeArticleen_US
dspace.entity.typePublication
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