Smart Structures and Systems
Volume 26, Number 2, 2020, pages 241-251
DOI: 10.12989/sss.2020.26.2.241
Swarm-based hybridizations of neural network for predicting the concrete strength
Xinyan Ma, Loke Kok Foong, Armin Morasaei, Aria Ghabussi and Zongjie Lyu
Abstract
Due to the undeniable importance of approximating the concrete compressive strength (CSC) in civil engineering, this paper focuses on presenting four novel optimizations of multi-layer perceptron (MLP) neural network, namely artificial bee colony (ABC-MLP), grasshopper optimization algorithm (GOA-MLP), shuffled frog leaping algorithm (SFLA-MLP), and salp swarm algorithm (SSA-MLP) for predicting this crucial parameter. The used dataset consists of 103 rows of information concerning seven influential parameters (cement, slag, water, fly ash, superplasticizer, fine aggregate, and coarse aggregate). In this work, the bestfitted complexity of each ensemble is determined by a population-based sensitivity analysis. The GOA distinguished its self by the least complexity (population size = 50) and emerged as the second time-effective optimizer. Referring to the prediction results, all tested algorithms are able to construct reliable networks. However, the SSA (Correlation = 0.9652 and Error = 1.3939) and GOA (Correlation = 0.9629 and Error = 1.3922) performed more accurately than ABC (Correlation = 0.7060 and Error = 4.0161) and SFLA (Correlation = 0.8890 and Error = 2.5480). Therefore, the SSA-MLP and GOA-MLP can be promising alternatives to laboratorial and traditional CSC evaluative methods.
Key Words
concrete compressive strength; neural computing; metaheuristic optimization algorithms
Address
(1) Xinyan Ma:
China Airport Planning & Design Institute Co., Ltd., Beijing 100101, China;
(2) Loke Kok Foong:
Department for Management of Science and Technology Development, Ton Duc Thang University, Ho Chi Minh City, Vietnam;
(3) Loke Kok Foong:
Faculty of Civil Engineering, Ton Duc Thang University, Ho Chi Minh City, Vietnam;
(4) Armin Morasaei:
of Civil Engineering, K.N. Toosi University of Technology, Tehran, Iran;
(5) Aria Ghabussi:
Department of Civil Engineering, Central Tehran Branch, Islamic Azad University, Tehran, Iran;
(6) Zongjie Lyu:
Institute of Research and Development, Duy Tan University, Da Nang 550000, Vietnam;
(7) Zongjie Lyu:
Faculty of Civil Engineering, Duy Tan University, Da Nang 550000, Vietnam.