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Taguchi and Anova approach for optimisation of design parameters on the compressive strength of HSC

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dc.contributor.authors Uysal, M;
dc.date.accessioned 2020-03-06T08:08:11Z
dc.date.available 2020-03-06T08:08:11Z
dc.date.issued 2012
dc.identifier.citation Uysal, M; (2012). Taguchi and Anova approach for optimisation of design parameters on the compressive strength of HSC. MAGAZINE OF CONCRETE RESEARCH, 64, 735-727
dc.identifier.issn 0024-9831
dc.identifier.uri https://doi.org/10.1680/macr.11.00156
dc.identifier.uri https://hdl.handle.net/20.500.12619/67278
dc.description.abstract In this study, the effect of cement type, cement dosage, superplasticiser type and mineral admixture on the compressive strength of high-strength concrete (HSC) was investigated experimentally and statistically. The concrete mixtures were prepared using two different cement types (ordinary Portland cement and white Portland cement), two different cement dosages (450 and 550 kg/m(3)), two different superplasticisers (polycarboxylate based and modified polycarboxylate based) and two different mineral admixtures (silica fume and fly ash). After being cured under the standard conditions for 2, 7, 28 and 90 days, the specimens were tested for the compressive strength. The Taguchi method was used to determine the optimum conditions and to reduce the number of experiments. Five control factors such as time, cement type, cement dosage, superplasticiser and mineral admixture were used for this study. The results showed that the parameter that most influenced the compressive strength properties of HSC was time.
dc.language English
dc.publisher ICE PUBLISHING
dc.subject Materials Science
dc.title Taguchi and Anova approach for optimisation of design parameters on the compressive strength of HSC
dc.type Article
dc.identifier.volume 64
dc.identifier.startpage 727
dc.identifier.endpage 735
dc.contributor.department Sakarya Üniversitesi/Mühendislik Fakültesi/İnşaat Mühendisliği Bölümü
dc.contributor.saüauthor Uysal, Mücteba
dc.relation.journal MAGAZINE OF CONCRETE RESEARCH
dc.identifier.wos WOS:000306842900008
dc.identifier.doi 10.1680/macr.11.00156
dc.identifier.eissn 1751-763X
dc.contributor.author Uysal, Mücteba


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