Computers and Concrete

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Fuzzy logic approach for estimating bond behavior of lightweight concrete

  • Arslan, Mehmet E. (Department of Civil Engineering, Duzce University) ;
  • Durmus, Ahmet (Department of Civil Engineering, Karadeniz Technical University)
  • Received : 2014.01.20
  • Accepted : 2014.06.29
  • Published : 2014.09.30
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Abstract

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.

Keywords

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