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Effect of combined drink cans and steel fibers on the impact resistance and mechanical properties of concrete

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dc.citedby4
dc.contributor.authorSyamsir A.en_US
dc.contributor.authorMubin S.M.en_US
dc.contributor.authorNor N.M.en_US
dc.contributor.authorAnggraini V.en_US
dc.contributor.authorNagappan S.en_US
dc.contributor.authorSofan A.M.en_US
dc.contributor.authorMuda Z.C.en_US
dc.contributor.authorid57195320482en_US
dc.contributor.authorid57196451889en_US
dc.contributor.authorid42262394000en_US
dc.contributor.authorid35072537800en_US
dc.contributor.authorid57219422384en_US
dc.contributor.authorid57219411783en_US
dc.contributor.authorid55812444000en_US
dc.date.accessioned2023-05-29T08:09:08Z
dc.date.available2023-05-29T08:09:08Z
dc.date.issued2020
dc.description.abstractThis study investigated the combine effect of 0.2 % drink cans and steel fibers with volume fractions of 0%, 0.5%, 1%, 1.5%, 2%, 2.5% and 3% to the mechanical properties and impact resistance of concrete. Hooked-end steel fiber with 30 mm and 0.75 mm length and diameter, respectively was selected for this study. The drinks cans fiber were twisted manually in order to increase friction between fiber and concrete. The results of the experiment showed that the combination of steel fibers and drink cans fibers improved the strength performance of concrete, especially the compressive strength, flexural strength and indirect tensile strength. The results of the experiment showed that the combination of steel fibers and drink cans fibers improved the compressive strength, flexural strength and indirect tensile strength by 2.3, 7, and 2 times as compare to batch 1, respectively. Moreover, the impact resistance of fiber reinforced concrete has increase by 7 times as compared to non-fiber concretes. Moreover, the impact resistance of fiber reinforced concrete consistently gave better results as compared to non-fiber concretes. The fiber reinforced concrete turned more ductile as the dosage of fibers was increased and ductility started to decrease slightly after optimum fiber dosage was reached. It was found that concrete with combination of 2% steel and 0.2% drink cans fibers showed the highest compressive, split tensile, flexural as well as impact strength. � The Authors 2020.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.15282/JMES.14.2.2020.15.0527
dc.identifier.epage6742
dc.identifier.issue2
dc.identifier.scopus2-s2.0-85092609791
dc.identifier.spage6734
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85092609791&doi=10.15282%2fJMES.14.2.2020.15.0527&partnerID=40&md5=531518a354961c54d8250d5c615e4771
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/25415
dc.identifier.volume14
dc.publisherUniversiti Malaysia Pahangen_US
dc.sourceScopus
dc.sourcetitleJournal of Mechanical Engineering and Sciences
dc.titleEffect of combined drink cans and steel fibers on the impact resistance and mechanical properties of concreteen_US
dc.typeArticleen_US
dspace.entity.typePublication
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