Optimization of Artificial Intelligence System by Evolutionary Algorithm for Prediction of Axial Capacity of Rectangular Concrete Filled Steel Tubes under Compression

• Published in: Materials 2020-03, Vol.13 (5), p.1205
• Main Authors: Nguyen, Hung Quang, Ly, Hai-Bang, Tran, Van Quan, Nguyen, Thuy-Anh, Le, Tien-Thinh, Pham, Binh Thai
• Format: Article
• Language: English
• Subjects: Algorithms; Artificial intelligence; Artificial neural networks; Axial loads; Compressive properties; Compressive strength; Computer simulation; Concrete; Construction; Evolutionary algorithms; Investigations; Load; Mechanical properties; Neural networks; Optimization; Parameters; Performance prediction; Reinforced concrete; Root-mean-square errors; Seismic engineering; Shear strength; Steel columns; Steel pipes; Steel tubes; Support vector machines; Yield stress
• ISSN: 1996-1944; 1996-1944
• DOI: 10.3390/ma13051205

Concrete filled steel tubes (CFSTs) show advantageous applications in the field of construction, especially for a high axial load capacity. The challenge in using such structure lies in the selection of many parameters constituting CFST, which necessitates defining complex relationships between the components and the corresponding properties. The axial capacity (P ) of CFST is among the most important mechanical properties. In this study, the possibility of using a feedforward neural network (FNN) to predict P was investigated. Furthermore, an evolutionary optimization algorithm, namely invasive weed optimization (IWO), was used for tuning and optimizing the FNN weights and biases to construct a hybrid FNN-IWO model and improve its prediction performance. The results showed that the FNN-IWO algorithm is an excellent predictor of P , with a value of R of up to 0.979. The advantage of FNN-IWO was also pointed out with the gains in accuracy of 47.9%, 49.2%, and 6.5% for root mean square error (RMSE), mean absolute error (MAE), and R , respectively, compared with simulation using the single FNN. Finally, the performance in predicting the P in the function of structural parameters such as depth/width ratio, thickness of steel tube, yield stress of steel, concrete compressive strength, and slenderness ratio was investigated and discussed.