Wind tunnel measurements of the aerodynamic characteristics of a 3:2 rectangular cylinder including non-Gaussian and non-stationary features

2022 ◽  
Vol 220 ◽  
pp. 104826
Author(s):  
Cung H. Nguyen ◽  
Dinh T. Nguyen ◽  
John S. Owen ◽  
David M. Hargreaves
Keyword(s):  
Wind Tunnel ◽  
Aerodynamic Characteristics ◽  
Rectangular Cylinder ◽  
Wind Tunnel Measurements ◽  
Non Gaussian

Supersonic Nonequilibrium Plasma Wind-Tunnel Measurements of Shock Modification and Flow Visualization

AIAA Journal ◽  
10.2514/2.841 ◽  
2000 ◽  
Vol 38 (10) ◽  
pp. 1879-1888 ◽  
Author(s):  
R. Yano ◽  
V. Contini ◽  
E. Plonjes ◽  
P. Palm ◽  
S. Merriman ◽  
...  
Keyword(s):  
Wind Tunnel ◽  
Flow Visualization ◽  
Nonequilibrium Plasma ◽  
Wind Tunnel Measurements

Wind tunnel investigation of the transonic aerodynamic characteristics of forward swept wings

1983 ◽  
Vol 20 (3) ◽  
pp. 195-202 ◽  
Author(s):  
G. C. Uhuad ◽  
T. M. Weeks ◽  
R. Large
Keyword(s):  
Wind Tunnel ◽  
Aerodynamic Characteristics ◽  
Swept Wings

Wind Tunnel Measurements of the E-8C Modeled With and Without Winglets

2007 ◽  
Author(s):  
Mark Reeder ◽  
Walt Allen ◽  
John Phillips ◽  
Robert Dimmick
Keyword(s):  
Wind Tunnel ◽  
Wind Tunnel Measurements

scholarly journals Ensuring the aerodynamic stability of the long-span bridges through studies in the wind tunnel

2018 ◽  
Vol 245 ◽  
pp. 02001 ◽  
Author(s):  
Evgenii Khrapunov ◽  
Sergei Solovev
Keyword(s):  
Wind Tunnel ◽  
Design Process ◽  
Aerodynamic Characteristics ◽  
Elastic Instability ◽  
Experimental Facility ◽  
Bridge Design ◽  
Aerodynamic Stability ◽  
Long Span Bridges ◽  
Long Span ◽  
Main Ideas

The main ideas of the aerodynamic studies of large bridges are presented in present paper. Main types of aero-elastic instability for bridges with spans over 100 meters are considered. A two-step modeling approach is presented. At the first stage, the aerodynamic characteristics of the span fragment are considered, at the second.stage the characteristics of the whole bridge. Methods for investigation of bridge oscillations in a special-purpose experimental facility – the Landscape Wind Tunnel – are described. Examples of tests with elastic similar models of bridges are given, and measurements to mitigate dangerous oscillations early in the bridge design process are described.

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