Basit öğe kaydını göster

dc.contributor.authorBalçıkanlı, Müzeyyen
dc.contributor.authorTürker, Hakan Tacettin
dc.contributor.authorÖzbay, Erdoğan
dc.contributor.authorKarahan, Okan
dc.contributor.authorAtiş, Cengiz Duran
dc.date.accessioned12.07.201910:50:10
dc.date.accessioned2019-07-12T22:06:45Z
dc.date.available12.07.201910:50:10
dc.date.available2019-07-12T22:06:45Z
dc.date.issued2017
dc.identifier.citationBalcikanli, M., Turker, H.T., Ozbay, E., Karahan, O., Atis, C.D. (2017). Identifying the bond and abrasion behavior of alkali activated concretes by central composite design method. Construction and Building Materials, 132, pp. 196-209. https://doi.org/10.1016/j.conbuildmat.2016.10.034en_US
dc.identifier.issn0950-0618
dc.identifier.issn1879-0526
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2016.10.034
dc.identifier.urihttps://hdl.handle.net/20.500.12508/779
dc.descriptionWOS: 000393002700019en_US
dc.description.abstractIn this paper, bond strength and abrasion resistance of alkali activated concretes (AAC) were examined experimentally by using the central composite design (CCD) method. AAC were designed and produced considering the sodium concentration (SC), silicate modules (SM), curing temperature (CT) and exposed curing time (ECT) as the CCD's independent parameters. Twenty-one AAC mixtures were established depend on the various combinations of independent parameters in CCD at 95% confidence level. Effects of each independent parameter on the dependent parameters were statistically analyzed using experimental measurements and best possible combination of the independent parameters were defined for the maximization of the compressive strength, split tensile strength, UPV and bond behavior of AAC and for the minimization of abrasion value of AAC by solving the multi-objective optimization problems which is generated using the proposed regression models for the dependent parameters. Test results demonstrate that all studied independent parameters have the noteworthy effect on the properties of AAC statistically; however, the most effective independent parameter is SC. The optimum values of the parameters studied were defined as CT of 66 degrees C, ECT of 14.76 h, SC of 5.72% and SM of 1.0 for the defined multi-objective optimization problem. (C) 2016 Elsevier Ltd. All rights reserved.en_US
dc.description.sponsorshipTurkish Scientific and Technical Research Council [MAG-214M035]; Scientific Research Division of Mustafa Kemal University [13700]en_US
dc.description.sponsorshipThis research was supported financially by Turkish Scientific and Technical Research Council (MAG-214M035) and Scientific Research Division of Mustafa Kemal University (13700). Authors thank to TUBITAK and Mustafa Kemal University.en_US
dc.language.isoengen_US
dc.publisherElsevieren_US
dc.relation.isversionof10.1016/j.conbuildmat.2016.10.034en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBond behavioren_US
dc.subjectAbrasion resistanceen_US
dc.subjectAlkali activated concreteen_US
dc.subjectCentral composite designen_US
dc.subjectStatistical analysisen_US
dc.subject.classificationConstruction & Building Technologyen_US
dc.subject.classificationEngineeringen_US
dc.subject.classificationCivilen_US
dc.subject.classificationMaterials Scienceen_US
dc.subject.classificationMultidisciplinaryen_US
dc.subject.classificationGeopolymers | Coal Ash | Slag Cementen_US
dc.subject.otherFly-ashen_US
dc.subject.otherSlag concreteen_US
dc.subject.otherEngineering propertiesen_US
dc.subject.otherStrengthen_US
dc.subject.otherPerformanceen_US
dc.subject.otherResistanceen_US
dc.subject.otherParametersen_US
dc.subject.otherCorrosionen_US
dc.subject.otherAnchoren_US
dc.subject.otherPastesen_US
dc.subject.otherAbrasionen_US
dc.subject.otherCompressive strengthen_US
dc.subject.otherConcretesen_US
dc.subject.otherCuringen_US
dc.subject.otherOptimizationen_US
dc.subject.otherRegression analysisen_US
dc.subject.otherSilicatesen_US
dc.subject.otherStatistical methodsen_US
dc.subject.otherTensile strengthen_US
dc.subject.otherTribologyen_US
dc.subject.otherWear resistanceen_US
dc.subject.otherConfidence levelsen_US
dc.subject.otherCuring temperatureen_US
dc.subject.otherIndependent parametersen_US
dc.subject.otherMulti-objective optimization problemen_US
dc.subject.otherSplit tensile strengthsen_US
dc.subject.otherMultiobjective optimizationen_US
dc.titleIdentifying the bond and abrasion behavior of alkali activated concretes by central composite design methoden_US
dc.typearticleen_US
dc.relation.journalConstruction and Building Materialsen_US
dc.contributor.departmentMühendislik ve Doğa Bilimleri Fakültesi -- İnşaat Mühendisliği Bölümüen_US
dc.identifier.volume132en_US
dc.identifier.startpage196en_US
dc.identifier.endpage209en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.contributor.isteauthorBalçıkanlı, Müzeyyenen_US
dc.contributor.isteauthorTürker, Hakan Tacettinen_US
dc.contributor.isteauthorÖzbay, Erdoğanen_US
dc.relation.indexWeb of Science - Scopusen_US
dc.relation.indexWeb of Science Core Collection - Science Citation Index Expandeden_US


Bu öğenin dosyaları:

Thumbnail

Bu öğe aşağıdaki koleksiyon(lar)da görünmektedir.

Basit öğe kaydını göster