Publication:
Combine effect of soft drink tins and polypropylene fibres on mechanical properties of concrete

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dc.contributor.authorSyamsir A.en_US
dc.contributor.authorAdnan W.en_US
dc.contributor.authorAnggraini V.en_US
dc.contributor.authorZahari N.M.en_US
dc.contributor.authorNorhisham S.en_US
dc.contributor.authorBeddu S.en_US
dc.contributor.authorItam Z.en_US
dc.contributor.authorid57195320482en_US
dc.contributor.authorid6506665562en_US
dc.contributor.authorid35072537800en_US
dc.contributor.authorid54891672300en_US
dc.contributor.authorid54581400300en_US
dc.contributor.authorid55812080500en_US
dc.contributor.authorid55102723400en_US
dc.date.accessioned2023-05-29T08:07:03Z
dc.date.available2023-05-29T08:07:03Z
dc.date.issued2020
dc.description.abstractThe combine effect of soft drink tins (SDT) and polypropylene (PP) fiber on mechanical properties of concrete such as compressive and flexural strengths were observed in this research. In this research it is found that by combining 0.2% of SDT with 0.2 % PP fiber has increase compressive strength of concrete by 30% and 18.4 % for SDT 30mm and 60mm long, respectively. It was also observed by using the same combination for SDT 60mm has increase flexural strength of concrete by 23.8% and 12.6 % for SDT 30mm and 60mm long, respectively. It is concluded that the optimum fiber contents are 0.2% for SDT and PP and the use of 30mm long SDT fiber has better performance as compared to 60mm SDT fibre. � 2020 Author(s).en_US
dc.description.natureFinalen_US
dc.identifier.ArtNo22825
dc.identifier.doi10.1063/5.0022825
dc.identifier.scopus2-s2.0-85096481716
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85096481716&doi=10.1063%2f5.0022825&partnerID=40&md5=426201b264a2c9ee92c5a2710b1250bf
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/25162
dc.identifier.volume2291
dc.publisherAmerican Institute of Physics Inc.en_US
dc.sourceScopus
dc.sourcetitleAIP Conference Proceedings
dc.titleCombine effect of soft drink tins and polypropylene fibres on mechanical properties of concreteen_US
dc.typeConference Paperen_US
dspace.entity.typePublication
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