Fuzzy logic approach for estimating bond behavior of lightweight concrete

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dc.contributor.authorArslan, Mehmet Emin
dc.contributor.authorDurmuş, Ahmet
dc.date.accessioned2020-05-01T12:10:08Z
dc.date.available2020-05-01T12:10:08Z
dc.date.issued2014
dc.departmentDÜ, Teknoloji Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.descriptionArslan, Mehmet Emin/0000-0002-7582-638Xen_US
dc.descriptionWOS: 000344577900002en_US
dc.description.abstractIn this paper, a rule based Mamdani type fuzzy logic model for prediction of slippage at maximum tensile strength and slippage at rupture of structural lightweight concretes were discussed. In the model steel rebar diameters and development lengths were used as inputs. The FL model and experimental results, the coefficient of determination R2, the Root Mean Square Error were used as evaluation criteria for comparison. It was concluded that FL was practical method for predicting slippage at maximum tensile strength and slippage at rupture of structural lightweight concretes.en_US
dc.identifier.doi10.12989/cac.2014.14.3.233
dc.identifier.endpage245en_US
dc.identifier.issn1598-8198
dc.identifier.issn1598-818X
dc.identifier.issue3en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage233en_US
dc.identifier.urihttps://doi.org/10.12989/cac.2014.14.3.233
dc.identifier.urihttps://hdl.handle.net/20.500.12684/6030
dc.identifier.volume14en_US
dc.identifier.wosWOS:000344577900002en_US
dc.identifier.wosqualityQ2en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherTechno-Pressen_US
dc.relation.ispartofComputers And Concreteen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectbond strengthen_US
dc.subjectbendingen_US
dc.subjectstructural lightweight concreteen_US
dc.subjectfuzzy logic approachen_US
dc.titleFuzzy logic approach for estimating bond behavior of lightweight concreteen_US
dc.typeArticleen_US

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