TECHNICAL PAPERS
Mar 6, 2009

Anatomy of Turbulence Effects on the Aerodynamics of an Oscillating Prism

Publication: Journal of Engineering Mechanics
Volume 135, Issue 9

Abstract

Turbulence-induced changes in aerodynamic force characteristics on an oscillating rectangular prism were investigated in this study. It encompassed examination of aeroelastic quantities, i.e., flutter derivatives, and the buffeting components of the integral forces. A forced-vibration system was employed to extract the aerodynamic characteristics of an oscillating prism using a model instrumented with multiple pressure transducers for synchronous scanning of the pressure field. Chordwise distributions of self-excited pressure amplitudes were measured and associated phases were derived to examine the anatomy of turbulence effects on the aerodynamics of the prism rather than simply discern the influence of turbulence on the integrated forces. The resulting changes in flutter derivatives were traced back to a turbulence-induced upstream shifting of the regions of maximum pressure amplitudes. This upstream shifting was consistent with earlier research showing that turbulence increases the radius of curvature of separated shear layers and moves reattachment upstream. In this study, turbulence was found to have a stabilizing effect on the aerodynamics of the prism. The broad band character of the buffeting forces was found to be quite similar to that of stationary prisms with body motion slightly increasing energy content.

Get full access to this article

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

Acknowledgments

The writers acknowledge the support provided in part by NSF Grant Nos. NSFCMS 0324331 and NSFCMS 0239070. The writers also gratefully acknowledge the support and contributions of Professor Emeritus Albin A. Szewczyk of the Department Aerospace and Mechanical Engineering at the University of Notre Dame.

References

Agar, T. T. A. (1989). “Aerodynamic flutter analysis of suspension bridges by a modal technique.” Eng. Struct., 11, 75–82.
Bearman, P. W., and Morel, T. (1983). “Effect of free stream turbulence on the flow around bluff bodies.” Prog. Aerosp. Sci., 20, 97–123.
Chen, X. (2006). “Analysis of long span bridge response to Winds: Building nexus between flutter and buffeting.” J. Struct. Eng., 132(12), 2006–2017.
Chen, X., and Kareem, A. (2006). “Revisiting multimode coupled bridge flutter: Some new insights.” J. Eng. Mech., 132(10), 1115–1123.
Chen, X., Matsumoto, M., and Kareem, A. (2000a). “Time domain flutter and buffeting response analysis of bridges.” J. Eng. Mech., 126(1), 7–16.
Chen, X., Matsumoto, M., and Kareem, A. (2000b). “Aerodynamic coupling effects on flutter and buffeting of bridges.” J. Eng. Mech., 126(1), 17–26.
Cherry, N. J., Hillier, R., and Latour, M. E. M. P. (1984). “Unsteady measurements in a separated and reattaching flow.” J. Fluid Mech., 144, 13–46.
Counihan, J. (1975). “Adiabatic atmospheric boundary layers: A review and analysis of data from the period 1880–1972.” Atmos. Environ., 9, 871–905.
Davenport, A. G. (1962). “Buffeting of a suspension bridge by storm winds.” ASCE J. Struct. Div., 88(ST3), 233–268.
Diana, G., Bruni, S., Collina, A., and Zasso, A. (1998). “Aerodynamic challenges in super long span bridges design.” Bridge aerodynamics, E. Larsen, ed., Balkema, Rotterdam, The Netherlands, 131–144.
Gartshore, I. S. (1973). “The effects of freestream turbulence on the drag of rectangular two dimensional prism.” Rep. No. BLWT-4-73, Univ. of Western Ontario, London, Ont., Canada.
Haan, F. L., Jr. (2000). “The effects of turbulence on the aerodynamics of long-span bridges.” Ph.D. dissertation, Univ. of Notre Dame, Notre Dame, Ind.
Hernandez, S., Jurado, J. A., Baldomir, A., and Bravo, F. (2006). “An application of virtual wind tunnel technique to the proposed Messina Bridge.” Proc., 4th Int. Symp. on Computational Wind Engineering, Japan Association for Wind Engineering, Yokohama, Japan.
Hillier, R., and Cherry, R. J. (1981). “The effect of stream turbulence on separation bubbles.” J. Wind. Eng. Ind. Aerodyn., 8, 49–58.
Huston, D. R. (1986). “The effects of upstream gusting on the aeroelastic behavior of long suspended-span bridges.” Ph.D. dissertation, Princeton Univ., Princeton, N.J.
Jain, A., Jones, N. P., and Scanlan, R. H. (1996). “Coupled flutter and buffeting analysis of long-span bridges.” J. Struct. Eng., 122(7), 716–725.
Katsuchi, H., Jones, N. P., and Scanlan, R. H. (1999). “Multimode coupled flutter and buffeting analysis of the Akashi-Kaikyo Bridge.” J. Struct. Eng., 125, 60–70.
Kiya, M., and Sasaki, K. (1983a). “Free-stream turbulence effects on a separation bubble.” J. Wind. Eng. Ind. Aerodyn., 14, 375–386.
Kiya, M., and Sasaki, K. (1983b). “Structure of a turbulent separation bubble.” J. Fluid Mech., 137, 83–113.
Kubo, Y., Hirata, K., and Mikawa, K. (1992). “Mechanism of aerodynamic vibrations of shallow bridge girder sections.” J. Wind. Eng. Ind. Aerodyn., 42, 1297–1308.
Larose, G. L., Davenport, A. G., and King, J. P. C. (1993). “On the unsteady aerodynamic forces on a bridge deck in turbulent boundary layer flow.” Proc., 7th U.S. National Conf. on Wind Engineering, UCLA, Los Angeles, 373–382.
Larsen, A. (2006).”Computation of aerodynamic derivatives by various CFD techniques.” Proc., 4th Int. Symp. on Computational Wind Engineering, Japan Association for Wind Engineering, Yokohama, Japan.
Larsen, A., and Walther, J. H. (1997). “Aeroelastic analysis of bridge girder sections based on discrete vortex simulations.” J. Wind. Eng. Ind. Aerodyn., 67–68, 253–265.
Li, Q. S., and Melbourne, W. H. (1995). “An experimental investigation of the effects of free-stream turbulence on streamwise surface pressures in separated and reattaching flows.” J. Wind. Eng. Ind. Aerodyn., 54–55, 313–323.
Matsumoto, M. (1996). “Aerodynamic damping of prisms.” J. Wind. Eng. Ind. Aerodyn., 59(2–3), 159–175.
Miyata, T., Tada, K., Sato, H., Katsuchi, H., and Hikami, Y. (1994). “New findings of coupled flutter in full model wind tunnel tests on the Akashi Kaikyo Bridge.” Proc., Symp. on Cable-Stayed and Suspension Bridges, International Association for Bridge and Structural Engineering, Deauville, France, 163–170.
Saathoff, P. J., and Melbourne, W. H. (1989). “The generation of peak pressures in separated/reattaching flows.” J. Wind. Eng. Ind. Aerodyn., 32, 121–134.
Saathoff, P. J., and Melbourne, W. H. (1997). “Effects of free-stream turbulence on surface pressure fluctuations in a separation bubble.” J. Fluid Mech., 337, 1–24.
Scanlan, R. H. (1978a). “The action of flexible bridges under wind. I: Flutter theory.” J. Sound Vib., 60(2), 187–199.
Scanlan, R. H. (1978b). “The action of flexible bridges under wind. II: Buffeting theory.” J. Sound Vib., 60(2), 201–211.
Scanlan, R. H., and Lin, W. -H. (1978). “Effects of turbulence on bridge deck flutter derivatives.” J. Engrg. Mech. Div., 104(4), 719–733.
Scanlan, R. H., and Tomko, J. J. (1971). “Airfoil and bridge deck flutter derivatives.” J. Engrg. Mech. Div., 97(EM6), 1717–1737.
Simiu, E., and Scanlan, R. H. (1996). Wind effects on structures, 3rd Ed., Wiley, New York.
Tamura, T. (2006). “Towards practical use of LES in wind engineering.” Proc., 4th Int. Symp. on Computational Wind Engineering, Japan Association for Wind Engineering, Yokohama, Japan.
Teunissen, H. W. (1970). “Characteristics of the mean wind and turbulence in the planetary boundary layer.” UTIAS Review Rep. No. 32, Univ. of Toronto Institute for Aerospace Studies, Toronto.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 135Issue 9September 2009
Pages: 987 - 999

History

Received: Feb 8, 2008
Accepted: Nov 20, 2008
Published online: Mar 6, 2009
Published in print: Sep 2009

Permissions

Request permissions for this article.

Authors

Affiliations

F. L. Haan Jr., A.M.ASCE [email protected]
Assistant Professor, Dept. of Aerospace Engineering, Iowa State Univ., 2271 Howe Hall, Rm. 1200, Ames, IA 50011 (corresponding author). E-mail: [email protected]
A. Kareem, M.ASCE
Robert M. Moran Professor, NatHaz Modeling Laboratory, Dept. of Civil Engineering and Geological Sciences, Univ. of Notre Dame, 156 Fitzpatrick Hall, Notre Dame, IN 46556.

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