TECHNICAL PAPERS
Feb 19, 2009

Low-Frequency Variations of Force Coefficients on Square Cylinders with Sharp and Rounded Corners

Publication: Journal of Structural Engineering
Volume 135, Issue 7

Abstract

Square lighting poles with sharp or round corners have been observed to exhibit large amplitude oscillations with a frequency that is near that of their first mode. This frequency is one order of magnitude lower than that of the vortex shedding frequency for the observed wind speeds. As such, lock-in resonance between the vortex shedding and the poles motions has been ruled out as the cause of these oscillations. In this work, numerical simulations of flows over square cylinders with different aspect ratios and cross-sectional shapes have been carried out to explore and quantify low-frequency variations of the aerodynamic forces and their sources. The results show that low-frequency components are a basic aspect of the flow over finite length cylinders and are associated with the three-dimensional flow characteristics near the free end of the cylinder. This aspect is related to the loss of synchronization of the vortex shedding which, in turn, results in variations of the mean drag coefficient along the cylinder. This ability to numerically simulate the flow over a lighting pole and detailed results, as presented here, could be used to overcome wind tunnel test limitations imposed by the size of the test section and blockage ratio, and of meeting geometric similarity requirements for high aspect ratio configurations. Consequently, results from such simulations could play an important role in improving code specifications which, to date, have been based on wind tunnel simulations.

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References

AASHTO. (1994). Standard specifications for structural supports for highway signs, luminaires and traffic signals, Washington, D.C.
AASHTO. (2001). Standard specifications for structural supports for highway signs, luminaires, and traffic signals, Washington, D.C.
ASCE. (2005). Minimum design loads for buildings and structures, ASCE 7-02, Reston, Va.
Gerrard, J. H. (1967). “Experimental investigation of separated boundary layer undergoing transition to turbulence.” Phys. Fluids, 10, 98–100.
Lisosky, D. (1993). “Nominally 2-dimensional flow about a normal flat plate.” Ph.D. thesis, California Institute of Technology, Pasadena, Calif.
Miau, J. J., Wang, J. T., Chou, J. H., and Wei, C. Y. (2003). “Low-frequency fluctuations in the near-wake region of a trapezoidal cylinder with low aspect ratio.” J. Fluids Struct., 17, 701–715.
Roshko, A. (1954). “On the development of turbulent wakes from vortex streets.” NACA Rep. No. 1191, Washington U.S. Government Printing Office.
Roshko, A. (1993). “Perspectives on bluff body aerodynamics.” J. Wind. Eng. Ind. Aerodyn., 49, 79–100.
Tamura, T., and Miyagi, T. (1999). “The effect of turbulence on aerodynamic forces on a square cylinder with various corner shapes.” J. Wind. Eng. Ind. Aerodyn., 83, 135–145.
Tamura, T., Miyagi, T., and Kitagishi, T. (1998). “Numerical prediction of unsteady pressures on a square cylinder with various corner shapes.” J. Wind. Eng. Ind. Aerodyn. 74–76, 531–542.

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Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 135Issue 7July 2009
Pages: 828 - 835

History

Received: Oct 8, 2008
Accepted: Jan 27, 2009
Published online: Feb 19, 2009
Published in print: Jul 2009

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Authors

Affiliations

Andrea Mola
Graduate Research Assistant, Dept. of Engineering Science and Mechanics, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061-0219.
Giancarlo Bordonaro
Graduate Research Assistant, Dept. of Engineering Science and Mechanics, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061-0219.
Muhammad R. Hajj, M.ASCE [email protected]
Professor, Dept. of Engineering Science and Mechanics, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061-0219 (corresponding author). E-mail: [email protected]

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