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Fuzzy logic approach to predict stress-strain curves of steel fiber-reinforced concretes in compression

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dc.creator UENAL, Osman
dc.creator Demir, Fuat
dc.creator UYGUNOĞLU, Tayfun
dc.date 2007-09-30T21:00:00Z
dc.date.accessioned 2020-10-06T09:50:36Z
dc.date.available 2020-10-06T09:50:36Z
dc.identifier 50369af5-7736-42cd-bdb3-c11395908223
dc.identifier 10.1016/j.buildenv.2006.10.023
dc.identifier https://avesis.sdu.edu.tr/publication/details/50369af5-7736-42cd-bdb3-c11395908223/oai
dc.identifier.uri http://acikerisim.sdu.edu.tr/xmlui/handle/123456789/59940
dc.description In this study, a new approach is developed for predicting stress-strain curve of steel fiber-reinforced concrete (SFRC) under compression, by use of fuzzy logic system (FLS). In the coverage of study, firstly, experimental studies were carried out. Cylindrical specimens were prepared in size of 0150 x 300 mm with and without steel fiber. Two different steel fiber types (both are hooked end) were used as ratios 0 (control), 15, 30, 45 and 60 kg/m(3). The stress-strain curves were defined for 28 ages of the cylindrical specimens. Secondly, the stress-strain curves for SFRC were modeled by use of fuzzy logic approach, and the results that were obtained from experiments and modeling were compared. As a result close relationship between both results was seen. (C) 2006 Elsevier Ltd. All rights reserved.
dc.language eng
dc.rights info:eu-repo/semantics/closedAccess
dc.title Fuzzy logic approach to predict stress-strain curves of steel fiber-reinforced concretes in compression
dc.type info:eu-repo/semantics/article


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