Effect of cooling regimes on compressive strength of concrete with lightweight aggregate exposed to high temperature

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dc.authoridKARAKOÇ, MEHMET BURHAN/0000-0002-6954-0051
dc.authorwosidKARAKOÇ, MEHMET BURHAN/ABG-5446-2020
dc.contributor.authorKarakoc, Mehmet Burhan
dc.date.accessioned2024-08-04T20:37:23Z
dc.date.available2024-08-04T20:37:23Z
dc.date.issued2013
dc.departmentİnönü Üniversitesien_US
dc.description.abstractIn this study, the residual compressive strength of concrete with expanded perlite aggregate (EPA) and pumice aggregate (PA) after it was exposed 700 degrees C and then cooled in three cooling regimes (natural, water and furnace cooling) at w/b ratio for 0.25, 0.30, 0.35 was investigated. EPA and PA replacements of fine aggregate were used 10%, 20%, and 30%. Test results showed that the compressive strength of concrete cooled in water cooling after being exposed to the effect of different mixture with EPA and PA is higher than that cooled in natural and furnace. Based on the test results, the compressive strength of concrete cooled in water, furnace and natural cooling decreased by an average of 78%, 81% and 83%, respectively, when compared to control samples. (C) 2012 Elsevier Ltd. All rights reserved.en_US
dc.identifier.doi10.1016/j.conbuildmat.2012.11.104
dc.identifier.endpage25en_US
dc.identifier.issn0950-0618
dc.identifier.scopus2-s2.0-84872116707en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage21en_US
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2012.11.104
dc.identifier.urihttps://hdl.handle.net/11616/95913
dc.identifier.volume41en_US
dc.identifier.wosWOS:000317528900004en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevier Sci Ltden_US
dc.relation.ispartofConstruction and Building Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCooling regimeen_US
dc.subjectHigh temperatureen_US
dc.subjectPumice aggregateen_US
dc.subjectExpanded perlite aggregateen_US
dc.titleEffect of cooling regimes on compressive strength of concrete with lightweight aggregate exposed to high temperatureen_US
dc.typeArticleen_US

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