Smart Structures and Systems
Volume 25, Number 2, 2020, pages 183-195
DOI: 10.12989/sss.2020.25.2.183
Prediction of concrete strength in presence of furnace slag and fly ash using Hybrid ANN-GA (Artificial Neural Network-Genetic Algorithm)
Mahdi Shariati, Mohammad Saeed Mafipour, Peyman Mehrabi, Masoud Ahmadi, Karzan Wakil, Nguyen Thoi Trung and Ali Toghroli
Abstract
Mineral admixtures have been widely used to produce concrete. Pozzolans have been utilized as partially replacement for Portland cement or blended cement in concrete based on the materials' properties and the concrete's desired effects. Several environmental problems associated with producing cement have led to partial replacement of cement with other pozzolans. Furnace slag and fly ash are two of the pozzolans which can be appropriately used as partial replacements for cement in concrete. However, replacing cement with these materials results in significant changes in the mechanical properties of concrete, more specifically, compressive strength. This paper aims to intelligently predict the compressive strength of concretes incorporating furnace slag and fly ash as partial replacements for cement. For this purpose, a database containing 1030 data sets with nine inputs (concrete mix design and age of concrete) and one output (the compressive strength) was collected. Instead of absolute values of inputs, their proportions were used. A hybrid artificial neural network-genetic algorithm (ANN-GA) was employed as a novel approach to conducting the study. The performance of the ANN-GA model is evaluated by another artificial neural network (ANN), which was developed and tuned via a conventional backpropagation (BP) algorithm. Results showed that not only an ANN-GA model can be developed and appropriately used for the compressive strength prediction of concrete but also it can lead to superior results in comparison with an ANN-BP model.
Key Words
artificial neural network; genetic algorithm; prtial replacement; furnace slag; fly ash
Address
(1) Mahdi Shariati, Nguyen Thoi Trung:
Division of Computational Mathematics and Engineering, Institute for Computational Science, Ton Duc Thang University, Ho Chi Minh City 758307, Vietnam;
(2) Mahdi Shariati, Nguyen Thoi Trung:
Faculty of Civil Engineering, Ton Duc Thang University, Ho Chi Minh City 758307, Vietnam;
(3) Mohammad Saeed Mafipour:
School of Civil Engineering, College of Engineering, University of Tehran, Tehran, Iran;
(4) Peyman Mehrabi:
Department of Civil Engineering, K.N. Toosi University of Technology, Tehran, Iran;
(5) Masoud Ahmadi:
Department of Civil Engineering, Ayatollah Boroujerdi University, Boroujerd, Iran;
(6) Karzan Wakil:
Research Center, Sulaimani Polytechnic University, Sulaimani 46001, Kurdistan Region, Iraq;
(7) Karzan Wakil:
Research Center, Halabja University, Halabja 46018, Kurdistan Region, Iraq;
(8) Ali Toghroli:
Institute of Research and Development, Duy Tan University, Da Nang 550000, Vietnam.