Experimental and numerical investigations of the influence of partial replacement of coarse aggregates by plastic waste on the impact load

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dc.authoridOsama Dawoud / 0000-0002-3138-0793en_US
dc.authorscopusidOsama Dawoud / 56229410100
dc.authorwosidOsama Dawoud / AAN-8912-2020
dc.contributor.authorAl-Tayeb, Mustafa M.
dc.contributor.authorZeyad, Abdullah M.
dc.contributor.authorDawoud, Osama
dc.contributor.authorTayeh, B. A.
dc.date.accessioned2020-08-30T20:06:09Z
dc.date.available2020-08-30T20:06:09Z
dc.date.issued2020
dc.departmentİstinye Üniversitesi, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.descriptionDawoud, Osama/0000-0002-3138-0793en_US
dc.descriptionWOS: 000547900500001en_US
dc.descriptionDawoud, Osama (isu author)en_US
dc.description.abstractThe effect of partial replacement of coarse aggregate by plastic waste on the performance of concrete under impact three-point bending loading was investigated experimentally and numerically. Specimens were prepared for 5%, 10% and 20 % replacements by volume of coarse aggregate. For each case, three beams of 100 mm wide, 50 mm deep and 400 mm long were loaded to failure in a drop-weight impact machine by subjecting it to 30 N weight from 400 mm height, while another three beams of the same size were tested under static load. The load-displacement of beams of concrete with plastic waste subjected to static and impact loads were studied. The dynamic beam behaviour was also analysed numerically using the finite-element method (FEM) based LUSAS software. In general, the experimental results reveal that the impact tup, inertial load and bending load increase with the increase in the percentage of coarse aggregate replacement by plastic waste, while the static peak bending load always decreases. The concrete with plastic waste is stronger and more energy-absorbing under impact loading, than under static loading. The predicted load against displacement behaviours of both ordinary concrete and concrete with plastic waste, are well matched with the experimental results.en_US
dc.identifier.citationAl-Tayeb, M. M., Zeyad, A. M., Dawoud, O., & Tayeh, B. A. (n.d.). Experimental and numerical investigations of the influence of partial replacement of coarse aggregates by plastic waste on the impact load. INTERNATIONAL JOURNAL OF SUSTAINABLE ENGINEERING. https://doi.org/10.1080/19397038.2020.1774820en_US
dc.identifier.doi10.1080/19397038.2020.1774820en_US
dc.identifier.issn1939-7038en_US
dc.identifier.issn1939-7046en_US
dc.identifier.scopus2-s2.0-85087374978en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.urihttps://doi.org/10.1080/19397038.2020.1774820
dc.identifier.urihttps://hdl.handle.net/20.500.12713/386
dc.identifier.wosWOS:000547900500001en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorDawoud, Osamaen_US
dc.language.isoenen_US
dc.publisherTaylor & Francis Ltden_US
dc.relation.ispartofInternational Journal of Sustainable Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectPlastic Wasteen_US
dc.subjectCement Concreteen_US
dc.subjectCompressive Strengthen_US
dc.subjectImpact Energyen_US
dc.titleExperimental and numerical investigations of the influence of partial replacement of coarse aggregates by plastic waste on the impact loaden_US
dc.typeArticleen_US

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