Technical Papers
Jan 19, 2018

Numerical Simulation of Wind Fields at the Bridge Site in Mountain-Gorge Terrain Considering an Updated Curved Boundary Transition Section

Publication: Journal of Aerospace Engineering
Volume 31, Issue 3

Abstract

To investigate the characteristics of wind fields at the bridge site in mountain-gorge terrains more accurately and rationally, an updated curved boundary transition section (BTS) was proposed in this study. The flow transition efficiency considering the updated curved BTS was first investigated and compared with those in previous studies. Then a mountain-gorge terrain model in which a long-span bridge straddles was configured as a typical numerical example by establishing two different BTSs in the computational domain for comparison purpose. Furthermore, the effects of different BTSs on the characteristics of wind fields at the bridge site with two different ranges of terrain region were comparably investigated. The results show that the updated curved BTS is very user-friendly with a straightforward expression and has a better flow transition efficiency than those reported previously. The wind speeds at the bridge site with the updated curved BTS outperform those with the ramp BTS. An appropriate shape of BTS can probably be more important than the size factor of the terrain region in terms of predicating the characteristics of wind fields at the bridge site in such mountain-gorge terrains. It is hoped that this updated curved BTS can serve as basics for analyzing the wind fields at the bridge site in mountain-gorge terrains, which will be of benefit to investigate the structure performance under wind loads not only in the design stage but also in the service stage.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This work is financially supported by the National Natural Science Foundation of China under Grant 51408496 and the National Basic Research Program of China under Grants 2015CB057706 and 2015CB057701. It is also financially supported by Scientific Research Fund of Hunan Provincial Education Department under Grant 17C0056.

References

ANSYS FLUENT [Computer software]. ANSYS, Canonsburg, PA.
Carpenter, P., and Locke, N. (1999). “Investigation of wind speeds over multiple two-dimensional hills.” J. Wind Eng. Ind. Aerodyn., 83(1–3), 109–120.
CCCC Highway Consultants. (2004). “Wind-resistant design specification for highway bridges.”, Beijing (in Chinese).
Fenerci, A., Øiseth, O., and Rønnquist, A. (2017). “Long-term monitoring of wind field characteristics and dynamic response of a long-span suspension bridge in complex terrain.” Eng. Struct., 147, 269–284.
Han, Y., Chen, H., Cai, C. S., Xu, G. J., and Shen, L. (2016). “Numerical analysis on the difference of drag force coefficients of bridge deck sections between the global force and pressure distribution methods.” J. Wind Eng. Ind. Aerodyn., 159, 65–79.
Hu, P., Li, Y. L., Cai, C. S., Liao, H. L., and Xu, G. J. (2013a). “Numerical simulation of the neutral equilibrium atmospheric boundary layer using the SST kω turbulence model.” Wind Struct., 17(1), 87–105.
Hu, P., Li, Y. L., Han, Y., Cai, C. S., and Xu, X. Y. (2016b). “Numerical simulations of the mean wind speeds and turbulence intensities over simplified gorges using the SST kω turbulence model.” Eng. Appl. Comput. Fluid Mech., 10(1), 361–374.
Hu, P., Li, Y. L., Huang, G. Q., Kang, R., and Liao, H. L. (2015). “The appropriate shape of the boundary transition section for a mountain-gorge terrain model in a wind tunnel test.” Wind Struct., 20(1), 15–36.
Hu, P., Li, Y. L., and Liao, H. L. (2013b). “Shape of boundary transition section for mountains-gorge bridge site terrain model.” Acta Aerodyn. Sin., 31(3), 241–244 (in Chinese).
Huang, G. Q., and Chen, X. Z. (2009). “Wavelets-based estimation of multivariate evolutionary spectra and its application to nonstationary downburst winds.” Eng. Struct., 31(4), 976–989.
Huang, G. Q., Peng, L. L., Su, Y. W., Liao, H. L., and Li, M. S. (2015). “A wireless high-frequency anemometer instrumentation system in field measurement.” Wind Struct., 20(6), 739–749.
Hui, M. C. H., Larsen, A., and Xiang, H. F. (2009a). “Wind turbulence characteristics study at the Stonecutters Bridge site. I: Mean wind and turbulence intensities.” J. Wind Eng. Ind. Aerodyn., 97(1), 22–36.
Hui, M. C. H., Larsen, A., and Xiang, H. F. (2009b). “Wind turbulence characteristics study at the Stonecutters Bridge site. II: Wind power spectra, integral length scale and coherences.” J. Wind Eng. Ind. Aerodyn., 97(1), 48–59.
Li, C. G., Chen, Z. Q., Zhang, Z. T., and Cheung, J. C. K. (2010). “Wind tunnel modeling of flow over mountainous valley terrain.” Wind Struct., 13(3), 275–292.
Li, Y. L., Hu, P., Xu, X. Y., and Qiu, J. J. (2017). “Wind characteristics at bridge site in a deep-cutting gorge by wind tunnel test.” J. Wind Eng. Ind. Aerodyn., 160, 30–46.
Liu, Z. Q., Ishihara, T., He, X. H., and Niu, H. W. (2016a). “LES study on the turbulent flow fields over complex terrain covered by vegetation canopy.” J. Wind Eng. Ind. Aerodyn., 155, 60–73.
Liu, Z. Q., Ishihara, T., Tanaka, T., and He, X. H. (2016b). “LES study of turbulent flow fields over a smooth 3-D hill and a smooth 2-D ridge.” J. Wind Eng. Ind. Aerodyn., 153, 1–12.
Maurizi, A., Palma, J. M. L. M., and Castro, F. A. (1998). “Numerical simulation of the atmospheric flow in a mountainous region of the North of Portugal.” J. Wind Eng. Ind. Aerodyn., 74–76, 219–228.
Miller, C. A., and Davenport, A. G. (1998). “Guidelines for the calculation of wind speed-ups in complex terrain.” J. Wind Eng. Ind. Aerodyn., 74–76, 189–197.
National Building Code. (2005). User’s guide—Structural commentaries (Part 4), Canadian Commission on Building and Fire Codes, Ottawa.
OriginLab Corporation. (2010). Origin reference for origin 8.5 SR1, Northampton, MA.
Simiu, E., and Scanlan, R. H. (1996). Wind effects on structures: Fundamentals and applications to design, Wiley, Hoboken, NJ.
Uchida, T., and Ohya, Y. (2003). “Large-eddy simulation of turbulent airflow over complex terrain.” J. Wind Eng. Ind. Aerodyn., 91(1–2), 219–229.
Xu, F. Y., Cai, C. S., and Zhang, Z. (2014). “Investigations on coefficient of variation of extreme wind speed.” Wind Struct., 18(6), 633–650.
Xu, G. J., and Cai, C. S. (2015). “Numerical simulations of lateral restraining stiffness effect on bridge deck-wave interaction under solitary waves.” Eng. Struct., 101, 337–351.
Xu, Y. L., and Zhu, L. D. (2005). “Buffeting response of long-span cable-supported bridges under skew winds. Part 2: Case study.” J. Sound Vib., 281(3–5), 675–697.

Information & Authors

Information

Published In

Go to Journal of Aerospace Engineering
Journal of Aerospace Engineering
Volume 31Issue 3May 2018

History

Received: Jul 18, 2017
Accepted: Sep 26, 2017
Published online: Jan 19, 2018
Published in print: May 1, 2018
Discussion open until: Jun 19, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Lecturer, School of Civil Engineering, Changsha Univ. of Science and Technology, Changsha, Hunan 410114, China. E-mail: [email protected]
Professor, School of Civil Engineering, Changsha Univ. of Science and Technology, Changsha, Hunan 410114, China (corresponding author). ORCID: https://orcid.org/0000-0002-2772-9315. E-mail: [email protected]
Guoji Xu, A.M.ASCE [email protected]
Research Associate, NatHaz Modeling Laboratory, Univ. of Notre Dame, South Bend, IN 46556. E-mail: [email protected]
Professor, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu, Sichuan 610031, China. E-mail: [email protected]
Fanrong Xue [email protected]
Research Assistant, School of Civil Engineering, Changsha Univ. of Science and Technology, Changsha, Hunan 410114, China. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share