A Fuzzy Model Approach to Stress-Strain Relationship of Concrete in Compression

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dc.contributor.authorSahin, Ugur
dc.contributor.authorBedirhanoglu, Idris
dc.date.accessioned2024-04-24T16:10:36Z
dc.date.available2024-04-24T16:10:36Z
dc.date.issued2014
dc.departmentDicle Üniversitesien_US
dc.description.abstractIn this study, a fuzzy model was developed to predict the stress-strain relationship of unconfined concrete in compression. For this purpose, a database including 91 data sets was used to train and test a neuro-fuzzy system which included two inputs and one output. The model can be utilized to predict the stress-strain relationships of the unconfined concrete standard cylindrical members tested by different researchers. After the training stage, a total of 64 if-then fuzzy rules were obtained. Lastly, performance of the model was evaluated and compared by the other models proposed by different researchers. The performance values such as root mean square error, relative error and average of predicted values to experimental values were calculated. These performance values showed that the constructed neuro-fuzzy model exhibited a high performance by means of prediction of stress-strain relationship of concrete.en_US
dc.identifier.doi10.1007/s13369-014-1170-z
dc.identifier.endpage4527en_US
dc.identifier.issn2193-567X
dc.identifier.issn2191-4281
dc.identifier.issue6en_US
dc.identifier.scopus2-s2.0-84902682881
dc.identifier.scopusqualityQ1
dc.identifier.startpage4515en_US
dc.identifier.urihttps://doi.org/10.1007/s13369-014-1170-z
dc.identifier.urihttps://hdl.handle.net/11468/14950
dc.identifier.volume39en_US
dc.identifier.wosWOS:000338199100016
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoenen_US
dc.publisherSpringer Heidelbergen_US
dc.relation.ispartofArabian Journal For Science and Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectFuzzy Logicen_US
dc.subjectConcreteen_US
dc.subjectCompressive Strengthen_US
dc.subjectStress-Strain Relationshipen_US
dc.subjectAnfisen_US
dc.titleA Fuzzy Model Approach to Stress-Strain Relationship of Concrete in Compressionen_US
dc.titleA Fuzzy Model Approach to Stress-Strain Relationship of Concrete in Compression
dc.typeArticleen_US

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