Some Aerodynamic Aspects of Safety in Road Vehicles: First Paper: Aerodynamic Lift Characteristics of Cars

1973 ◽  
Vol 187 (1) ◽  
pp. 333-347
Author(s):  
G. W. Carr

The principal factors determining the aerodynamic lift of cars are identified from the results of an extensive series of wind-tunnel tests involving simple models of bluff and streamlined form and a variable-geometry saloon-car model. The influence is examined of basic parameters such as camber, incidence, thickness, ground clearance, and underbody roughness. An indication is also given of the extent to which the lift is modified by the squaring of individual edges, particularly the horizontal leading and trailing edges; and the effectiveness of devices fitted under the nose of a car to reduce lift is discussed.

1973 ◽  
Vol 187 (1) ◽  
pp. 333-347 ◽  
Author(s):  
G. W. Carr

The principal factors determining the aerodynamic lift of cars are identified from the results of an extensive series of wind-tunnel tests involving simple models of bluff and streamlined form and a variable-geometry saloon-car model. The influence is examined of basic parameters such as camber, incidence, thickness, ground clearance, and underbody roughness. An indication is also given of the extent to which the lift is modified by the squaring of individual edges, particularly the horizontal leading and trailing edges; and the effectiveness of devices fitted under the nose of a car to reduce lift is discussed.


Aerodynamic drag has been experimentally estimated for scale models of a passenger car and a commercial truck in a wind tunnel. Polished surface has resulted up to 15 % reduction in drag force and add-on has resulted in 57% increase in drag force of a car model whereas 2.6 % reduction in drag force has resulted by using deflector in a commercial truck model. Anova analysis shows variation in mean of group data.


Author(s):  
Kazutoshi Matsuda ◽  
Kusuo Kato ◽  
Kazufumi Ejiri ◽  
Nade Cao

Abstract A spring-supported test for a rectangular cross section with the side ratio of B/D = 1.18 (B: along-wind length, D: cross-wind length) was conducted to simulate the phenomenon in a closed circuit wind tunnel at Kyushu Institute of Technology. A new finding was that vibrations were confirmed in the neighborhoods of reduced wind speeds Vr = V/fD = 2 and Vr = 8 (V: wind speed (m/s), f: natural frequency (Hz)). Because the reduced wind speed in motion-induced vortex vibration is calculated as Vr = 1.67 × B/D = 1.67 × 1.18 = 2.0, vibrations around Vr = 2 were considered to be motion-induced vortex vibration. On the other hand, vibrations around Vr = 8 were considered to be Kármán vortex-induced vibrations, because Vr = 1/St = 8.1. St has a Strouhal number of 0.124 measured by wind tunnel test using a rectangular cross section of B/D = 1.18. In this paper, the authors focused on the wind tunnel model configuration. Rectangular column flanges in steel structures have not usually been taken into account when manufacturing wind tunnel test models. Wind tunnel tests were carried out in order to clarify the effects of rectangular column flanges in steel structures on motion-induced vortex vibration. Spring-supported tests, smoke flow visualizations and measurements of Strouhal number and unsteady aerodynamic lift were performed with or without flanges changing angle of attack. Models were forced-oscillating in smoke flow visualizations and unsteady aerodynamic lift measurements. All wind tunnel tests were conducted in a smooth flow. As a result, it was found that it could be very important to model rectangular column flanges in steel structures for wind tunnel tests, especially bracing members of long-spanned truss bridges from a wind engineering point of view.


2011 ◽  
Vol 99 (10) ◽  
pp. 1011-1024 ◽  
Author(s):  
F. Cheli ◽  
F. Ripamonti ◽  
E. Sabbioni ◽  
G. Tomasini

Author(s):  
Xianzhi Liu ◽  
Yan Han ◽  
C.S. Cai ◽  
Marc Levitan ◽  
Dimitris Nikitopoulos

2011 ◽  
Vol 99 (10) ◽  
pp. 1000-1010 ◽  
Author(s):  
F. Cheli ◽  
R. Corradi ◽  
E. Sabbioni ◽  
G. Tomasini

2021 ◽  
Vol 11 (4) ◽  
pp. 1642
Author(s):  
Yuxiang Zhang ◽  
Philip Cardiff ◽  
Jennifer Keenahan

Engineers, architects, planners and designers must carefully consider the effects of wind in their work. Due to their slender and flexible nature, long-span bridges can often experience vibrations due to the wind, and so the careful analysis of wind effects is paramount. Traditionally, wind tunnel tests have been the preferred method of conducting bridge wind analysis. In recent times, owing to improved computational power, computational fluid dynamics simulations are coming to the fore as viable means of analysing wind effects on bridges. The focus of this paper is on long-span cable-supported bridges. Wind issues in long-span cable-supported bridges can include flutter, vortex-induced vibrations and rain–wind-induced vibrations. This paper presents a state-of-the-art review of research on the use of wind tunnel tests and computational fluid dynamics modelling of these wind issues on long-span bridges.


2021 ◽  
Vol 215 ◽  
pp. 104685
Author(s):  
An Miao ◽  
Li Shouying ◽  
Liu Zhiwen ◽  
Yan Banfu ◽  
Li Longan ◽  
...  

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