Wind and Structures
Volume 40, Number 4, 2025, pages 283-292
DOI: 10.12989/was.2025.40.4.283
Prediction of peak hail impact force under wind-hail coupling based on artificial intelligence models
Yimin Dai, Yixin Li, Taiting Liu and Wei Wang
Abstract
Wind-hail disasters frequently inflict substantial damage on sunroom structures. Accurately predicting the resilience
of sunroom structures against wind and hail is of critical importance. In this study, a comprehensive series of wind-hail coupling
experiments were conducted using a proprietary hail impact simulation integrated device coupled with a high-speed Digital
Image Correlation (DIC) system. These experiments were aimed at determining the peak principal strain and displacement of
hail impacts on polycarbonate (PC) panel materials used in sun rooms. Following the experimental phase, a correlation analysis
between independent and dependent variables was performed. Based on the findings, Back Propagation (BP) and Particle
Swarm Optimization–Back Propagation (PSO-BP) neural network models were developed and subsequently translated into
mathematical expressions for practical application. The results indicated that the peak hail impact force increases with the
diameter and velocity of hail particles as well as with wind speed, but decreases with an increase in the thickness of the PC
panels. Additionally, for a given velocity of hail launch, larger particle diameters and thinner PC panels showed a more
pronounced influence of wind speed on the peak impact force. In terms of stability and accuracy, both the BP and PSO-BP
models demonstrated commendable performance, with the PSO-BP neural network showing enhanced predictive accuracy and
generalization capability, thus enabling more precise predictions of the peak impact force of single hail particles under coupled
wind-hail conditions.
Key Words
BP neural network; PC panels; PSO algorithm; wind-hail coupled experiments; wind tunnel test
Address
Yimin Dai:1)School of Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201, Hunan, China
2)Hunan Provincial Key Laboratory of Structural Wind Resistance and Vibration Control, Xiangtan 411201, Hunan, China
Yixin Li:1)School of Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201, Hunan, China
2)Hunan Provincial Key Laboratory of Structural Wind Resistance and Vibration Control, Xiangtan 411201, Hunan, China
Taiting Liu:1)School of Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201, Hunan, China
2)Hunan Provincial Key Laboratory of Structural Wind Resistance and Vibration Control, Xiangtan 411201, Hunan, China
Wei Wang:1)School of Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201, Hunan, China
2)Hunan Provincial Key Laboratory of Structural Wind Resistance and Vibration Control, Xiangtan 411201, Hunan, China