Wind Tunnel Experiments Focused on the Bridge Deck Stability Coefficients

Article Preview

Abstract:

An experimental study of an aeroelastic behavior of bridge deck under influence of the wind is carried out in a wind tunnel. Particular attention is paid to seldom analysed influence of the traffic upon the aeroelastic coefficients, known as flutter derivatives, characterising the dynamic response of a bridge deck. The results are compared to those of thin plate with high aspect ratio, which is proven to be aerodynamically stable.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

662-667

Citation:

Online since:

April 2015

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] R.H. Scanlan and J.J. Tomko, Airfoil and bridge deck flutter derivatives, J. Eng. Mech. Division, ASCE, 97 (6) (1971) 1717-1733.

DOI: 10.1061/jmcea3.0001526

Google Scholar

[2] M. Gu, R. Zhang and H. Xiang, Identification of flutter derivatives of bridge decks, J. Wind Eng. Ind. Aerodynamics, 84 (2) (2000) 151-162.

DOI: 10.1016/s0167-6105(99)00051-3

Google Scholar

[3] M. Gu, R. Zhang and H. Xiang, Parametric study on flutter derivatives of bridge decks, Eng. Struct. 23 (12) (2001) 1607-1613.

DOI: 10.1016/s0141-0296(01)00059-1

Google Scholar

[4] R. Kral, S. Pospisil and J. Naprstek, Response of bluff and streamlined bridge girder in the wind as a function of natural frequency tuning, In: Proceedings of 5th European African Conference on Wind Engineering - EACWE 5, Florence, Italy, (2009).

Google Scholar

[5] T. Janesupasaeree and V. Boonyapinyo, Identification of flutter derivatives of bridge decks in wind tunnel tests by stochastic subspace identification, Am. J. Eng. Appl. Sci. 2 (2) (2009) 304-316.

DOI: 10.1016/j.jweia.2010.07.003

Google Scholar

[6] R.H. Scanlan, N.P. Jones and L. Singh, Inter–relations among flutter derivatives, J. Wind Eng. Ind. Aerodynamics, 69-71 (1997) 829-837.

DOI: 10.1016/s0167-6105(97)00209-2

Google Scholar

[7] T. Theodorsen, General theory of aerodynamic instability and the mechanism of flutter, NACA Report 496, U.S. National Advisory Committee for Aeronautics, Langley, VA, (1935).

Google Scholar

[8] Y.C. Wang and Kao-Pin, Hsi cable-stayed bridge, Taiwan, China, Structural Engineering International: J. Int. Assoc. Bridge Struct. Eng. 9 (2) (1999) 94–95.

DOI: 10.2749/101686699780621172

Google Scholar

[9] C. Dyrbye and S.O. Hansen, Wind Loads on Structures, Wiley, (1999).

Google Scholar

[10] A. Chen, X. He and H. Xiang, Identification of 18 flutter derivatives of bridge decks, J. Wind Eng. Ind. Aerodynamics, 90 (12-15) (2002) 2007-(2022).

DOI: 10.1016/s0167-6105(02)00317-3

Google Scholar

[11] R. Kral, S. Pospisil and J. Naprstek, Experimental set-up for advanced aeroelastic tests on sectional models, Exp. Tech. (2013) 1-11.

Google Scholar