TY - JOUR
T1 - Comparative analysis of the aerodynamic performance of trains and dynamic responses of catenaries for windbreak walls with different heights under crosswind
AU - Dong, Xiao
AU - Liu, Tanghong
AU - Xia, Yutao
AU - Yang, Fan
AU - Chen, Zhengwei
AU - Guo, Zijian
N1 - Funding Information:
The author(s) disclosed receipt of the following financial support for the research, authorship, and/or publication of this article: This work was supported by the National Natural Science Foundation of China (Grant No. U1534210), the Technology Research and Development Program of China Railway Corporation (Grant No. 2017J010-B), and the Fundamental Research Funds for the Central Universities of Central South University (Grant No. 2021zzts0163 and 2021zzts0677).
Funding Information:
The authors are grateful for resources from the High Performance Computing Center of Central South University. The author(s) disclosed receipt of the following financial support for the research, authorship, and/or publication of this article: This work was supported by the National Natural Science Foundation of China (Grant No. U1534210), the Technology Research and Development Program of China Railway Corporation (Grant No. 2017J010-B), and the Fundamental Research Funds for the Central Universities of Central South University (Grant No. 2021zzts0163 and 2021zzts0677).
Publisher Copyright:
© IMechE 2022.
PY - 2023/3
Y1 - 2023/3
N2 - 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.
AB - 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.
KW - aerodynamic characteristics
KW - catenary
KW - crosswind
KW - flow structures
KW - high-speed train
KW - wind-induced displacement
KW - Windbreak wall height
UR - http://www.scopus.com/inward/record.url?scp=85133338041&partnerID=8YFLogxK
U2 - 10.1177/09544097221112506
DO - 10.1177/09544097221112506
M3 - Journal article
AN - SCOPUS:85133338041
SN - 0954-4097
VL - 237
SP - 335
EP - 346
JO - Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit
JF - Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit
IS - 3
ER -