Technical Papers
Nov 21, 2014

Effects of Free-Stream Turbulence and Reynolds Number on the Aerodynamic Characteristics of a Semicylindrical Roof

Publication: Journal of Structural Engineering
Volume 141, Issue 9

Abstract

The influences of free-stream turbulence and Reynolds number on the aerodynamic characteristics of a semicylindrical roof have been investigated experimentally under uniform flow conditions. Grids were used to generate homogeneous turbulent flows with turbulence intensities varying from 5.7 to 12.2%. The diameters, D, of the semicylindrical roof models were 0.2 and 0.6 m. The Reynolds numbers based on D ranged from 6.90×104 to 8.28×105 in smooth flow and from approximately 6.06×104 to 4.79×105 in grid-generated turbulent flow. Measurements of the surface pressure indicated that, in smooth flow, the mean and RMS pressure distributions became Reynolds number independent when R>4.14×105. The introduction of turbulence has caused a premature transition of the separated shear layer from laminar to turbulent. Increasing free-stream turbulence helps to remarkably reduce the mean and fluctuating drag force at lower Reynolds number, R<1.46×105. There is also a relatively significant reduction in the mean lift force as the turbulence intensity increases when R>1.46×105. The data also suggested that the effects of turbulence essentially depend on the turbulence intensity and the ratio of turbulence length scale to cylinder diameter. The small-scale turbulence was better able to interact with the surface boundary layer before and after separation and thus dramatically increased the pressure fluctuations in both the top and wake regions.

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Acknowledgments

This study was financially supported by the National Natural Science Foundation of China under Grant Numbers 91215302, 51278160 and 51378147.

References

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 141Issue 9September 2015

History

Received: Feb 25, 2014
Accepted: Oct 24, 2014
Published online: Nov 21, 2014
Discussion open until: Apr 21, 2015
Published in print: Sep 1, 2015

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Authors

Affiliations

Ying Sun
Associate Professor, Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, China.
Yue Wu
Professor, Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, China.
Ph.D. Candidate, Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, China (corresponding author). E-mail: [email protected]
Yukio Tamura, M.ASCE
Professor, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China; and Guest Professor, Dept. of Architectural Engineering, Tokyo Polytechnic Univ., Kanagawa 243-0297, Japan.

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