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Evaluating the effects of flexure cracking behaviour of beam reinforced with steel fibres from environment affect

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dc.citedby13
dc.contributor.authorAhmad J.en_US
dc.contributor.authorAl-Dala'ien R.N.S.en_US
dc.contributor.authorManan A.en_US
dc.contributor.authorZaid O.en_US
dc.contributor.authorAhmad M.en_US
dc.contributor.authorid57204028162en_US
dc.contributor.authorid57219563631en_US
dc.contributor.authorid57218894589en_US
dc.contributor.authorid57219227813en_US
dc.contributor.authorid57200824716en_US
dc.date.accessioned2023-05-29T08:07:37Z
dc.date.available2023-05-29T08:07:37Z
dc.date.issued2020
dc.description.abstractConcrete is among the most rapidly consuming material on earth and has huge impact on the environment directly in term of utilization of natural occurring materials and leading cause for green gases emission. Concrete is brittle material and weak in tension combine with brittle performance of concrete end in abrupt tensile failure with no warning. This is not acceptable for any material used in construction. Thus, concrete need some type of tensile reinforcement to balance its fragile performance & enhance its tensile strength. The basic objective of this study is to increase the ductility of concrete to offset its undesirable brittle nature and also to find the characteristics of concrete by using steel fibre in proportion 0%,1%, 2%, 3%, and 4% for 1:2:4 concrete with w/c 0.5.Slump, Compressive, split tensile strength and flexure tests were performed after 7 days & 28 days of curing. Load-deflection relations, cracks number, maximum crack width, & First cracking load load-deflection inter-relations were studied to determine the flexural cracking performance of concrete beams. From results it has been concluded that, strength was increased up to 2% addition of steel fiber and then decrease gradually. Moreover, the flexural crack width was considerably decreased with adding of steel fibers. The outcome also displayed that the maximum load & first cracking load are raised with adding of SFs. � 2020 Alpha Publishers.All rights reserved.en_US
dc.description.natureFinalen_US
dc.identifier.epage5016
dc.identifier.issue9
dc.identifier.scopus2-s2.0-85093935246
dc.identifier.spage4998
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85093935246&partnerID=40&md5=618fe3b8ab085eec4c99c4eab6e366af
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/25257
dc.identifier.volume10
dc.publisherAlpha Publishersen_US
dc.sourceScopus
dc.sourcetitleJournal of Green Engineering
dc.titleEvaluating the effects of flexure cracking behaviour of beam reinforced with steel fibres from environment affecten_US
dc.typeArticleen_US
dspace.entity.typePublication
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