Case Studies
Jun 28, 2019

Aerodynamic Effects of Viaduct-Cutting Connection Section on High-Speed Railway by Wind Tunnel Tests

Publication: Journal of Aerospace Engineering
Volume 32, Issue 5

Abstract

The wind environment and aerodynamic characteristics of vehicles are easily affected by the structural form of the railway. To investigate the aerodynamic effects of viaduct-cutting connection sections on vehicles, models of standard cutting, viaduct, and China Railway Highspeed (CRH2) trains at a scale of 1:20 were tested in wind tunnel tests. The wind speed profiles and vehicle aerodynamic coefficients were developed using a Cobra probe and balance, respectively. Additionally, the effects of wind barriers were applied. The test results indicate that the wind speed profile at the railway juncture is almost independent of the lateral positions at the same position. The aerodynamic influence of vehicles on different tracks (windward and leeward railway tracks) is different. Moreover, wind barriers can change both wind speed profiles and aerodynamic coefficients and significantly reduces wind speed and changes the aerodynamic coefficients to improve vehicle wind-resistant performance.

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Acknowledgments

The authors are grateful for financial support from the National Natural Science Foundations of China (Project Nos. 51525804 and 51708464). Support was also received from the program for the Sichuan Province Youth Science and Technology Innovation Team (Project No. 2015TD0004).

References

Baker, C. J. 1991a. “Ground vehicles in high cross winds part I: Steady aerodynamic forces.” J. Fluids Struct. 5 (1): 69–90. https://doi.org/10.1016/0889-9746(91)80012-3.
Baker, C. J. 1991b. “Ground vehicles in high cross winds part II: Unsteady aerodynamic forces.” J. Fluids Struct. 5 (1): 91–111. https://doi.org/10.1016/0889-9746(91)80013-4.
Baker, C. J. 1991c. “Ground vehicles in high cross winds part III: The interaction of aerodynamic forces and the vehicle system.” J. Fluids Struct. 5 (2): 221–241. https://doi.org/10.1016/0889-9746(91)90478-8.
Cornelis, W. M., and D. Gabriels. 2005. “Optimal windbreak design for wind-erosion control.” J. Arid Environ. 61 (2): 315–332. https://doi.org/10.1016/j.jaridenv.2004.10.005.
Diedrichs, B., M. Sima, A. Orellano, and H. Tengstrand. 2007. “Crosswind stability of a high-speed train on a high embankment.” Proc. Inst. Mech. Eng. Part F J. Rail Rapid Transit 221 (2): 205–225. https://doi.org/10.1243/0954409JRRT126.
Fujii, T., T. Maeda, H. Ishida, T. Imai, K. Tanemoto, and M. Suzuki. 1999. “Wind-induced accidents of train/vehicles and their measures in Japan.” Q. Rep. RTRI 40 (1): 50–55. https://doi.org/10.2219/rtriqr.40.50.
Gao, G. J., H. Q. Tian, S. Yao, T. H. Liu, and G. H. Bi. 2004. “Effect of strong cross-wind on the stability of trains running on the Lanzhou-Xinjiang railway line.” [In Chinese] J. China Railway Soc. 26 (4): 36–40.
Ge, S. C., and F. Q. Jiang. 2009. “Analyses of the causes for wind disaster in strong wind area long Lanzhou-Xinjiang railway and the effect of windbreak.” [In Chinese] J. China Railway Soc. 26 (5): 1–4.
Giappino, S., D. Rocchi, P. Schito, and G. Tomasini. 2016. “Cross wind and rollover risk on lightweight railway vehicles.” J. Wind Eng. Ind. Aerodyn. 153 (Jun): 106–112. https://doi.org/10.1016/j.jweia.2016.03.013.
He, X. H., Y. F. Zou, H. F. Wang, Y. Han, and K. Shi. 2014. “Aerodynamic characteristics of a trailing rail vehicles on viaduct based on still wind tunnel experiments.” J. Wind Eng. Ind. Aerodyn. 135 (Dec): 22–33. https://doi.org/10.1016/j.jweia.2014.10.004.
Jensen, M. 1954. Shelter effect: Investigations into the aerodynamics of shelter and its effects on climate and crops. Copenhagen: Danish Technical Press.
Kozmar, H., L. Procino, A. Borsani, and G. Bartoli. 2012. “Sheltering efficiency of wind barriers on bridges.” Supplement, J. Wind Eng. Ind. Aerodyn. 107–108 (SC): 274–284. https://doi.org/10.1016/j.jweia.2012.04.027.
Kozmar, H., L. Procino, A. Borsani, and G. Bartoli. 2014. “Optimizing height and porosity of roadway wind barriers for viaducts and bridges.” Supplement, Eng. Struct. 81 (SC): 49–61. https://doi.org/10.1016/j.engstruct.2014.09.029.
Kwon, S.-D., D. H. Kim, S. H. Lee, and H. S. Song. 2011. “Design criteria of wind barriers for traffic—Part 1: Wind barrier performance.” Wind Struct. 14 (1): 55–70. https://doi.org/10.12989/was.2011.14.1.055.
Lacarbonara, W., and A. Arena. 2011. “Flutter of an arch bridge via a fully nonlinear continuum formulation.” J. Aerosp. Eng. 24 (1): 112–123. https://doi.org/10.1061/(ASCE)AS.1943-5525.0000059.
Li, Y., P. Hu, C. S. Cai, M. Zhang, and S. Qiang. 2013. “Wind tunnel study of a sudden change of train wind loads due to the wind shielding effects of bridge towers and passing trains.” J. Eng. Mech. 139 (9): 1249–1259. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000559.
Li, Y., X. Xu, J. Guo, H. Xiang, and K. Chen. 2016. “Wind tunnel tests on aerodynamic characteristics of vehicle-bridge system for six-track double-deck steel-truss railway bridge.” [In Chinese.] Eng. Mech. 33 (4): 130–135. https://doi.org/10.6052/j.issn.1000-4750.2014.09.0741.
Liu, T., Z. Chen, X. Zhou, and J. Zhang. 2018. “A CFD analysis of the aerodynamics of a high-speed train passing through a windbreak transition under crosswind.” Eng. Appl. Comput. Fluid Mech. 12 (1): 137–151. https://doi.org/10.1080/19942060.2017.1360211.
Liu, T., and J. Zhang. 2013. “Effect of landform on aerodynamic performance of high-speed trains in cutting under cross wind.” J. Cent. South Univ. 20 (3): 830–836. https://doi.org/10.1007/s11771-013-1554-3.
Matsumoto, M. 1998. “Wind induced damage of structures and its mitigation.” IFAC Proc. 31 (28): 147–151. https://doi.org/10.1016/S1474-6670(17)38488-4.
NRAPRC (National Railway Administration of the People’s Republic of China). 2014. Code for design of high speed railway. TB 10621-2014. Beijing: NRAPRC.
Schober, M., M. Weise, A. Orellano, P. Deeg, and W. Wetzel. 2010. “Wind tunnel investigation of an ICE 3 endcar on three standard ground scenarios.” J. Wind Eng. Ind. Aerodyn. 98 (6): 345–352. https://doi.org/10.1016/j.jweia.2009.12.004.
Shubov, A. M. 2004. “Mathematical modeling and analysis of flutter in long-span suspension bridges and in blood vessel walls.” J. Aerosp. Eng. 17 (2): 70–82. https://doi.org/10.1061/(ASCE)0893-1321(2004)17:2(70).
Su, Y., Y. Li, N. Chen, Y. Bao, and L. Li. 2015. “Study on aerodynamic effects of the separate-type highway-railway double-deck bridge-vehicle-wind screen system by wind tunnel tests.” [In Chinese.] China Civ. Eng. J. 48 (12): 101–108.
Su, Y., H. Xiang, C. Fang, L. Wang, and Y. Li. 2017. “Wind tunnel tests on flow fields of full-scale railway wind barriers.” Wind Struct. 24 (2): 171–184. https://doi.org/10.12989/was.2017.24.2.171.
Suzuki, M., and Y. Hibino. 2016. “Field tests and wind tunnel tests on aerodynamic characteristics of train/vehicles under crosswinds.” Q. Rep. RTRI 57 (1): 55–60. https://doi.org/10.2219/rtriqr.57.1_55.
Suzuki, M., K. Tanemoto, and T. Maeda. 2003. “Aerodynamic characteristics of train/vehicles under cross winds.” J. Wind Eng. Ind. Aerodyn. 91 (1): 209–218. https://doi.org/10.1016/S0167-6105(02)00346-X.
Tomasini, G., S. Giappino, F. Cheli, and P. Schito. 2016. “Windbreaks for railway lines: Wind tunnel experimental tests.” Proc. Inst. Mech. Eng., Part F: J. Rail Rapid Transit 230 (4): 1270–1282. https://doi.org/10.1177/0954409715596191.
Wu, M., Y. Li, and W. Zhang. 2017. “Impacts of wind shielding effects of bridge tower on railway vehicle running performance.” Wind Struct. 25 (1): 63–77. https://doi.org/10.12989/was.2017.25.1.063.
Xiang, H., Y. Li, B. Wang, and H. Liao. 2015. “Numerical simulation of the protective effect of railway wind barriers under crosswinds.” Int. J. Rail Transp. 3 (3): 151–163. https://doi.org/10.1080/23248378.2015.1054906.
Zhu, X. Q., S. S. Law, and L. Huang. 2018. “Identification of railway ballasted track systems from dynamic responses of in-service trains.” J. Aerosp. Eng. 31 (5): 04018060. https://doi.org/10.1061/(ASCE)AS.1943-5525.0000898.
Zhuang, Y., and X. Lu. 2015. “Numerical investigation on the aerodynamics of a simplified high-speed train under crosswinds.” Theor. Appl. Mech. Lett. 5 (5): 181–186. https://doi.org/10.1016/j.taml.2015.06.001.

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Go to Journal of Aerospace Engineering
Journal of Aerospace Engineering
Volume 32Issue 5September 2019

History

Received: Aug 28, 2018
Accepted: Mar 28, 2019
Published online: Jun 28, 2019
Published in print: Sep 1, 2019
Discussion open until: Nov 28, 2019

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Authors

Affiliations

Yongle Li, Ph.D. [email protected]
Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu, Sichuan 610031, China (corresponding author). Email: [email protected]
Jingyu Zhang [email protected]
Ph.D. Candidate, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu, Sichuan 610031, China. Email: [email protected]
Mingjin Zhang, Ph.D. [email protected]
Lecturer, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu, Sichuan 610031, China. Email: [email protected]
M.S. Candidate, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu, Sichuan 610031, China. Email: [email protected]
Ph.D. Candidate, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu, Sichuan 610031, China. Email: [email protected]

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