Comparative analysis of the aerodynamic performance of trains and dynamic responses of catenaries for windbreak walls with different heights under crosswind

Author:

Dong Xiao123,Liu Tanghong123ORCID,Xia Yutao123ORCID,Yang Fan123,Chen Zhengwei4,Guo Zijian123ORCID

Affiliation:

1. Key Laboratory of Traffic Safety on Track of Ministry of Education, School of Traffic & Transportation Engineering, Central South University, Changsha, China

2. Joint International Research Laboratory of Key Technology for Rail Traffic Safety, Central South University, Changsha, China

3. National & Local Joint Engineering Research Centre of Safety Technology for Rail Vehicle, Central South University, Changsha, China

4. Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hung Hom, Hong Kong

Abstract

Due to the deterioration of the crosswind-protection performance of the original earth embankment windbreak walls on the train with increased speed, researching the influence of the heightened windbreak walls on aerodynamic performances of trains as well as the protection of the catenary is necessary for optimizing the windproof performance. The improved delayed detached eddy simulation based on the shear stress transport (SST) κ-ω turbulence model was employed to simulate flow structures. Furthermore, the effect on the displacement of the catenary was investigated using the finite element method (FEM). The numerical case was validated against the field tests. The results show that the aerodynamic performances of the train were improved as the windbreak wall was heightened by 0.5 m. Whereas, further heightening the windbreak wall worsened the aerodynamic performance. When the windbreak wall was heightened by 0.5 and 1 m, the wind speed of the catenary was reduced by 31.17% and 53.87%, and the displacement of the catenary was reduced by 48.09% and 74.11%, respectively, compared with that of the original windbreak wall. These results reveal that the wind-protection performance on the train and catenary can be both improved by reasonably heightening windbreak walls.

Funder

Technology Research and Development Program of China Railway Corporation

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities of Central South University

Publisher

SAGE Publications

Subject

Mechanical Engineering

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