Author/Authors :
Jelokhani Niaraki, Reza Department of Civil Engineering - Qazvin Branch, Islamic Azad University, Qazvin, Iran , Farokhzad, Reza Department of Civil Engineering - Qazvin Branch, Islamic Azad University, Qazvin, Iran
Abstract :
Compressive strength and concrete slump are the most important required parameters for design, depending on many
factors such as concrete mix design, concrete material, experimental cases, tester skills, experimental errors etc. Since
many of these factors are unknown, and no specific and relatively accurate formulation can be found for strength and
slump, therefore, the concrete properties can be improved to an acceptable level using the neural networks and genetic
algorithm. In this research, having results of experimental specimens including soil classification parameters, water to
cement ratio, cement content, super-lubricant content, compressive strength, and slump flow, using the MATLAB software,
the perceptron neural network training, general regression neural network, and radial base function neural network are
considered, and then, with regard to coefficient of determination (R2) criteria and mean absolute error, the above networks
are compared, and the proper neural network was identified, and finally, using the multi-layer perceptron neural network as
the chosen network as well as multi-objective genetic algorithm fitting function, the 28-day compression strength and
slump flow of self-compacting concrete are simultaneously optimized.
Keywords :
Neural networks , Genetic Algorithm , Self-Compacting Concrete , Strength , Slump