Fuzzy logic approach for estimating bond behavior of lightweight concrete
Küçük Resim Yok
Tarih
2014
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Techno-Press
Erişim Hakkı
info:eu-repo/semantics/closedAccess
Özet
In 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.
Açıklama
Arslan, Mehmet Emin/0000-0002-7582-638X
WOS: 000344577900002
WOS: 000344577900002
Anahtar Kelimeler
bond strength, bending, structural lightweight concrete, fuzzy logic approach
Kaynak
Computers And Concrete
WoS Q Değeri
Q2
Scopus Q Değeri
Q1
Cilt
14
Sayı
3
