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Response surfaces for compressive strength of concrete

dc.contributor.authorCihan, Mehmet Timur
dc.contributor.authorGüner, A.
dc.contributor.authorYüzer, N.
dc.date.accessioned2022-05-11T14:26:37Z
dc.date.available2022-05-11T14:26:37Z
dc.date.issued2013
dc.identifier.issn0950-0618
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2012.11.048
dc.identifier.urihttps://hdl.handle.net/20.500.11776/6514
dc.description.abstractThe aim of total quality management (TQM) is to offer satisfactorily high quality products to customers for providing increased productivity and decreased costs. Various methods are used for process improvement, development and optimization. In ready mixed concrete production, the number and the variations of effect parameters can be reduced using response surface methodology. In this study, firstly influence levels of the main and interaction terms of effect variables were determined using 27-3 fractional factorial design in order to reduce the number of simultaneously controllable variables. Then, quadratic terms were determined using D-Optimal design, and response surface graphics were plotted. © 2012 Elsevier Ltd. All rights reserved.en_US
dc.description.sponsorship109M748en_US
dc.description.sponsorshipThis work was funded by the The Scientific & Technological Research Council of Turkey (TUBITAK) under Project No. 109M748.en_US
dc.language.isoengen_US
dc.identifier.doi10.1016/j.conbuildmat.2012.11.048
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCompressive strengthen_US
dc.subjectConcreteen_US
dc.subjectD-Optimal designen_US
dc.subjectFractional factorial designen_US
dc.subjectResponse surface methodologyen_US
dc.subjectCompressive strength of concreteen_US
dc.subjectD-optimal designsen_US
dc.subjectFractional factorial designsen_US
dc.subjectHigh-quality productsen_US
dc.subjectIncreased productivityen_US
dc.subjectInteraction termen_US
dc.subjectProcess Improvementen_US
dc.subjectReady-mixeden_US
dc.subjectResponse surfaceen_US
dc.subjectResponse surface methodologyen_US
dc.subjectSimultaneously controllableen_US
dc.subjectCompressive strength of concreteen_US
dc.subjectD-optimal designsen_US
dc.subjectFractional factorial designsen_US
dc.subjectHigh-quality productsen_US
dc.subjectIncreased productivityen_US
dc.subjectResponse surface methodologyen_US
dc.subjectSimultaneously controllableen_US
dc.subjectTotal quality managements (TQM)en_US
dc.subjectCompressive strengthen_US
dc.subjectConcretesen_US
dc.subjectReady mixed concreteen_US
dc.subjectTotal quality managementen_US
dc.subjectConcrete mixersen_US
dc.subjectConcretesen_US
dc.subjectDesignen_US
dc.subjectOptimal systemsen_US
dc.subjectReady mixed concreteen_US
dc.subjectSurface propertiesen_US
dc.subjectTotal quality managementen_US
dc.subjectSurface propertiesen_US
dc.subjectCompressive strengthen_US
dc.titleResponse surfaces for compressive strength of concreteen_US
dc.typearticleen_US
dc.relation.ispartofConstruction and Building Materialsen_US
dc.departmentFakülteler, Çorlu Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.identifier.volume40en_US
dc.identifier.startpage763en_US
dc.identifier.endpage774en_US
dc.institutionauthorCihan, Mehmet Timur
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.authorscopusid50161145100
dc.authorscopusid7005405029
dc.authorscopusid6507659025
dc.identifier.scopus2-s2.0-84871733256en_US


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