Fluid–structure interaction analysis of the aeroelastic response in the flexible outer windshield of a high-speed train considering installation location

气动弹性 物理 挡风玻璃 流固耦合 机械 航空航天工程 计算流体力学 空气动力学 有限元法 工程类 热力学
作者
Xiaohui Xiong,Bo Chen,Mingzan Tang,Jia-Bin Wang,Kaiwen Wang,Ru-Dai Xue
出处
期刊:Physics of Fluids [American Institute of Physics]
卷期号:37 (4) 被引量:1
标识
DOI:10.1063/5.0259160
摘要

As train speeds increase, the outer windshields become susceptible to vibration deformation and fatigue damage under aerodynamic forces. Previous research on outer windshields treated them as rigid structures, neglecting the interaction between aerodynamic excitation and windshield vibration. This paper proposes the unsteady Reynolds-averaged Navier–Stokes turbulence model and the fluid–structure interaction (FSI) method to study the vibration of outer windshields. The numerical method's accuracy and reliability are validated through full-scale test data and videos. Step heights between the outer windshields and the train body are utilized to suppress the vibration of the outer windshield. The results indicate that the upstream outer windshield (W1) deforms outward first, followed by the downstream outer windshield (W2) deforming outward during W1's rebound process, resulting in periodic vibration. The step causes the flow separation region of the upstream fluid to lag when the step height increases from 0 to 30 mm. Thus, the average vibration displacements of W1 and W2 decrease by 96.8% and 94.9%, respectively. The dominant frequencies of the corresponding displacement power spectra both increase by 0.5 Hz, reducing the likelihood of flow-induced vibration in the outer windshields. Additionally, the average stresses of W1 and W2 decrease by 82.9% and 34.4%, respectively, significantly enhancing the fatigue life of the outer windshields. The results of this study provide important guidance for the design of windshield structures for the next-generation high-speed trains. The FSI simulation method offers new insights for the study of flow-induced vibration phenomena in thin-walled structures of trains.

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