Steel and Composite Structures
Volume 45, Number 2, 2022, pages 205-218
DOI: 10.12989/scs.2022.45.2.205
Ensembles of neural network with stochastic optimization algorithms in predicting concrete tensile strength
Juan Hu, Fenghui Dong, Yiqi Qiu, Lei Xi, Ali Majdi and H. Elhosiny Ali
Abstract
Proper calculation of splitting tensile strength (STS) of concrete has been a crucial task, due to the wide use of
concrete in the construction sector. Following many recent studies that have proposed various predictive models for this aim, this
study suggests and tests the functionality of three hybrid models in predicting the STS from the characteristics of the mixture
components including cement compressive strength, cement tensile strength, curing age, the maximum size of the crushed stone,
stone powder content, sand fine modulus, water to binder ratio, and the ratio of sand. A multi-layer perceptron (MLP) neural
network incorporates invasive weed optimization (IWO), cuttlefish optimization algorithm (CFOA), and electrostatic discharge
algorithm (ESDA) which are among the newest optimization techniques. A dataset from the earlier literature is used for
exploring and extrapolating the STS behavior. The results acquired from several accuracy criteria demonstrated a nice learning
capability for all three hybrid models viz. IWO-MLP, CFOA-MLP, and ESDA-MLP. Also in the prediction phase, the prediction
products were in a promising agreement (above 88%) with experimental results. However, a comparative look revealed the
ESDA-MLP as the most accurate predictor. Considering mean absolute percentage error (MAPE) index, the error of ESDAMLP was 9.05%, while the corresponding value for IWO-MLP and CFOA-MLP was 9.17 and 13.97%, respectively. Since the
combination of MLP and ESDA can be an effective tool for optimizing the concrete mixture toward a desirable STS, the last part
of this study is dedicated to extracting a predictive formula from this model.
Key Words
geotechnical engineering; metaheuristic optimizers; neural network; slope stability; soft computing
Address
Juan Hu:School of urban construction, Zhejiang Shuren University, Hangzhou 310015, Zhejiang, China
Fenghui Dong:College of Civil Engineering, Nanjing Forestry University, Nanjing 210037, Jiangsu, China
Yiqi Qiu:Poly Changda Engineering Co., Ltd., Guangzhou 510620, Guangdong, China
Lei Xi: CCCC First Highway Survey, Design and Research Institute Co., Ltd., Xi'an 710075, Shaanxi, China
Ali Majdi: Department of Building and Construction Technologies Engineering, Al- Mustaqbal University College, 51001 Babylon, Iraq
H. Elhosiny Ali:1)Advanced Functional Materials & Optoelectronic Laboratory (AFMOL), Department of Physics,
Faculty of Science, King Khalid University, P.O. Box 9004, Abha 61413, Saudi Arabia
2)Research Center for Advanced Materials Science (RCAMS), King Khalid University,
P.O. Box 9004, Abha 61413, Saudi Arabia
3)Physics Department, Faculty of Science, Zagazig University, Zagazig 44519, Egypt