Technical Papers
Sep 16, 2014

Pressure Distribution and Global Forces on a Bridge Deck Section: Experimental and CFD Analysis of Static Aerodynamic Forces

Publication: Journal of Bridge Engineering
Volume 20, Issue 9

Abstract

Two different experimental approaches for the evaluation of a bridge deck’s stationary aerodynamic forces are studied in this paper: both wind tunnel measurement of global force and pressure distribution are evaluated on deck sectional models. Advantages and drawbacks of these different approaches are discussed using the results obtained on a simple deck section, specifically chosen to compare the selected methods. Two-dimensional computational fluid dynamics (CFD) simulations have been performed to provide an insight into the differences of the aerodynamic forces measured with the two methods. Specifically, the effect of shear stresses, measurement discretization, and axial correlation of pressures are addressed. In CFD analysis, several turbulence models are tested and discussed using Reynolds-averaged Navier-Stokes (RANS) equations.

Get full access to this article

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

References

Argentini, T., Rocchi, D., Muggiasca, S., and Zasso, A. (2012). “Cross-sectional distributions versus integrated coefficients of flutter derivatives and aerodynamic admittances identified with surface pressure measurement.” J. Wind Eng. Ind. Aerodyn., 104–105(May–Jul), 152–158.
Bai, Y., Sun, D., and Lin, J. (2010). “Three dimensional numerical simulations of long-span bridge aerodynamics, using block-iterative coupling and DES.” Comput. Fluids, 39(9), 1549–1561.
Diana, G., Resta, F., and Rocchi, D. (2008). “A new numerical approach to reproduce bridge aerodynamic non-linearities in time domain.” J. Wind Eng. Ind. Aerodyn., 96(10–11), 1871–1884.
Diana, G., Resta, F., Zasso, A., Belloli, M., and Rocchi, D. (2004). “Forced motion and free motion aeroelastic tests on a new concept dynamometric section model of the Messina suspension bridge.” J. Wind Eng. Ind. Aerodyn., 92(6), 441–462.
Diana, G., Rocchi, D., and Argentini, T. (2013). “An experimental validation of a band superposition model of the aerodynamic forces acting on multi-box deck sections.” J. Wind Eng. Ind. Aerodyn., 113(Feb), 40–58.
Diana, G., Rocchi, D., Argentini, T., and Muggiasca, S. (2010). “Aerodynamic instability of a bridge deck section model: Linear and nonlinear approach to force modeling.” J. Wind Eng. Ind. Aerodyn., 98(6–7), 363–374.
FLUENT 6.3 [Computer software]. Canonsburg, PA, Ansys.
Hui, M. C. H., Zhou, Z. Y., Chen, A. R., and Xiang, H. F. (2008). “The effect of Reynolds numbers on the steady state aerodynamic force coefficients of the Stonecutters Bridge deck section.” Wind Struct., 11(3), 179–192.
Mannini, C., Šoda, A., Voss, R., and Schewe, G. (2010). “Unsteady RANS simulations of flow around a bridge section.” J. Wind Eng. Ind. Aerodyn., 98(12), 742–753.
Ricciardelli, F., and Hangan, H. (2001). “Pressure distribution and aerodynamic forces on stationary box bridge sections.” Wind Struct., 4(5), 399–412.
Sarwar, M., Ishihara, T., Shimada, K., Yamasaki, Y., and Ikeda, T. (2008). “Prediction of aerodynamic characteristics of a box girder bridge section using the LES turbulence model.” J. Wind Eng. Ind. Aerodyn., 96(10–11), 1895–1911.
Tsuchiya, M., Murakami, S., Mochida, A., Kondo, K., and Ishida, Y. (1997). “Development of a new kε model for flow and pressure fields around bluff body.” J. Wind Eng. Ind. Aerodyn., 67–68(Apr), 169–182.
Watanabe, S., and Fumoto, K. (2008). “Aerodynamic study of slotted box girder using computational fluid dynamics.” J. Wind Eng. Ind. Aerodyn., 96(10–11), 1885–1894.
Watanabe, S., Inoue, H., and Fumoto, K. (2004). “An estimation of static aerodynamic forces of box girders using computational fluid dynamics.” Wind Struct., 7(1), 29–40.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 20Issue 9September 2015

History

Received: Feb 17, 2014
Accepted: Aug 18, 2014
Published online: Sep 16, 2014
Published in print: Sep 1, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Researcher, Dept. of Mechanical Engineering, Politecnico di Milano, via La Masa 1, 20156 Milano, Italy. E-mail: [email protected]
T. Argentini [email protected]
Researcher, Dept. of Mechanical Engineering, Politecnico di Milano, via La Masa 1, 20156 Milano, Italy (corresponding author). E-mail: [email protected]
Ph.D. Candidate, Dept. of Mechanical Engineering, Politecnico di Milano, via La Masa 1, 20156 Milano, Italy. 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