Aerodynamic interference of straight and tapered cylinder pairs near the first critical wind speed

2020 ◽  
Vol 201 ◽  
pp. 104171
Author(s):  
Rishav Rajora ◽  
Srinivas V. Veeravalli ◽  
Suhail Ahmad
2018 ◽  
Vol 22 (1) ◽  
pp. 17-29 ◽  
Author(s):  
Ledong Zhu ◽  
Xiao Tan ◽  
Zhenshan Guo ◽  
Quanshun Ding

To improve the flutter performance of a suspension bridge with a 1088-m-span truss-stiffened deck, the aerodynamic measures of upper and lower central stabilizing barriers were investigated at first via wind tunnel tests of sectional model under the normal wind condition. The yaw wind effect on the flutter performance of the bridge with the above aerodynamic measures was then examined via a series of wind tunnel tests of oblique sectional models. The test results show that the effect of the lower central stabilizing barrier on the flutter critical wind speed is remarkably different from that of the upper central stabilizing barrier for both the normal and skew wind cases. The inclination angle +3° is the most unfavorable inclination angle to the flutter performance of the truss-stiffened suspension bridge no matter whether the aerodynamic control measures are adopted or not. Furthermore, for most cases, the lowest flutter critical wind speed occurs when the incident wind deviates from the normal direction of the bridge span by a small yaw angle between 5° and 10°.


2018 ◽  
Vol 211 ◽  
pp. 581-589
Author(s):  
Zhong-lin Quan ◽  
Ru Zhou ◽  
Jing-jing Lei ◽  
Cheng-yu Gong ◽  
Jun-cheng Jiang ◽  
...  

2020 ◽  
Vol 2020 ◽  
pp. 1-15
Author(s):  
Xiaohui Liu ◽  
Ming Zou ◽  
Chuan Wu ◽  
Bo Yan ◽  
Mengqi Cai

A new calculation method of critical wind speed based on three degrees of freedom (3-DOF) is proposed for galloping problem of iced transmission line. Based on the quasistatic theory, the aerodynamic load of iced transmission line is obtained, which considers the influence of transverse and torsional motion on the relative wind angle of attack. Finally, the equivalent galloping model of 3-DOF iced transmission line is established. At the initial angle of attack, the aerodynamic load is expanded by Taylor, and the unsymmetrical linear aerodynamic coefficient matrix is obtained. The Routh–Hurwitz criterion is used to judge the stability of iced transmission line system, and then the critical wind speed is calculated. The in-plane and out-plane frequencies corresponding to the first-order mode of the transmission line are solved by the analytical method and numerical simulation method. The results obtained by the two methods are compared and verified. The influence of dimensionless transmission line parameter λ on the in-plane and out-of-plane frequencies is discussed. The aerodynamic coefficients of the iced transmission line are measured by wind tunnel test and the aerodynamic characteristics are analyzed. According to the theoretical formula, the critical wind speed is calculated by MATLAB. The critical wind speed determined in this paper is compared with the critical wind speed determined by Den Hartog and Nigol theory. The influences of torsional vibration frequency, ice thickness, and ice shape on critical wind speed are analyzed. The research results of this paper have important theoretical significance for the stability judgment of iced transmission lines.


2016 ◽  
Vol 94 (6) ◽  
Author(s):  
Axel Albrecht ◽  
Eric Badel ◽  
Vivien Bonnesoeur ◽  
Yves Brunet ◽  
Thiéry Constant ◽  
...  

2018 ◽  
Vol 84 (866) ◽  
pp. 18-00105-18-00105
Author(s):  
Tomohiro TATEMATSU ◽  
Koji NAKADE ◽  
Katsuhiro KIKUCHI

2016 ◽  
Vol 94 (5) ◽  
Author(s):  
E. Virot ◽  
A. Ponomarenko ◽  
É. Dehandschoewercker ◽  
D. Quéré ◽  
C. Clanet

2013 ◽  
Vol 860-863 ◽  
pp. 2975-2980
Author(s):  
Li Qin ◽  
Yue Huang ◽  
Pei Jie Zhang ◽  
Hao Shu Ding

ANSYS is applied to establish finite element model of steel rods with different slenderness ratio (50-250) and differernt node connectivity ([-shaped gusset plate, U-shaped gusset plate, cross-gusset and flange). Modal analysis is used to obtain the first-order natural frequency and VIV formula is used to obtain the first-order critical wind speed of steel rods. Contrasting the simulation value with the corresponding value given by the specification, the results show that there is a great difference between the first-order critical wind speed of most steel rods and the corresponding value given by the specification.


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