Coupled effects of limestone powder and high-volume fly ash on mechanical properties of ECC

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dc.authoridNehdi, Moncef/0000-0002-2561-993X
dc.authoridTurk, Kazim/0000-0002-6314-9465
dc.authorwosidNehdi, Moncef L./D-3480-2013
dc.authorwosidNehdi, Moncef/P-3725-2019
dc.authorwosidTurk, Kazim/AAB-7513-2019
dc.contributor.authorTurk, Kazim
dc.contributor.authorNehdi, Moncef L.
dc.date.accessioned2024-08-04T20:44:10Z
dc.date.available2024-08-04T20:44:10Z
dc.date.issued2018
dc.departmentİnönü Üniversitesien_US
dc.description.abstractOwing to its exceptional strain capacity, which can reach hundreds of times that of normal concrete, and its reduced crack width, engineered cementitious composites (ECC) are a very promising solution for mitigating many of the problems that generate colossal backlogs of deteriorated concrete structures worldwide. However, research is needed to develop more sustainable ECC with flexible formulation that uses local materials. This paper investigates the coupled effects of using limestone powder in ECC as partial or total replacement for silica sand aggregate, coupled with using high-volume fly ash as a binder. The compressive and flexural strengths and fracture toughness for the formulated ECCs were examined at 3, 28 and 90 days. The results of this study demonstrate that sustainable ECC for resilient structural applications can be produced. It is aimed that more flexible formulations of ECC using local materials with lower environmental footprint could emerge and contribute to more durable and sustainable civil infrastructure. (C) 2017 Elsevier Ltd. All rights reserved.en_US
dc.description.sponsorshipScientific and Technological Research Council of Turkey (TUBITAK) [TUBITAK-BIDEB-2219, 2012-2]en_US
dc.description.sponsorshipThis work was financially supported by The Scientific and Technological Research Council of Turkey (TUBITAK), Grant Number: TUBITAK-BIDEB-2219 International Postdoctoral Research Scholarship Program (2012-2).en_US
dc.identifier.doi10.1016/j.conbuildmat.2017.12.186
dc.identifier.endpage192en_US
dc.identifier.issn0950-0618
dc.identifier.issn1879-0526
dc.identifier.scopus2-s2.0-85039837955en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage185en_US
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2017.12.186
dc.identifier.urihttps://hdl.handle.net/11616/98073
dc.identifier.volume164en_US
dc.identifier.wosWOS:000427218500016en_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.subjectLimestone powderen_US
dc.subjectHigh-volume fly ashen_US
dc.subjectEngineered cernentitious compositeen_US
dc.subjectCompressive strengthen_US
dc.subjectFracture toughnessen_US
dc.subjectFlexural strengthen_US
dc.subjectCrack widthen_US
dc.subjectSustainabilityen_US
dc.titleCoupled effects of limestone powder and high-volume fly ash on mechanical properties of ECCen_US
dc.typeArticleen_US

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