On the use of an active turbulence grid in wind tunnel testing of bridge decks

被引:1
|
作者
Kildal, Oddbjorn [1 ]
Li, Leon [2 ]
Hearst, R. Jason [2 ]
Petersen, Oyvind Wiig [1 ]
Oiseth, Ole [1 ]
机构
[1] Norwegian Univ Sci & Technol, Dept Struct Engn, Richard Birkelands Vei 1, Trondheim, Norway
[2] Norwegian Univ Sci & Technol, Dept Energy & Proc Engn, Kolbjorn Hejes Vei 2, Trondheim, Norway
关键词
Active turbulence grid; Homogeneity; Bridge section model; Twin deck; Single deck; Static coefficients; Hysteresis; Aerodynamic derivatives; Flutter; FLUTTER DERIVATIVES; AEROELASTIC PARAMETERS; BUFFETING ANALYSIS; RESPONSE ANALYSIS; COUPLED FLUTTER; SECTION MODELS; IDENTIFICATION; FIELD; SCALE; DETAILS;
D O I
10.1016/j.jweia.2023.105331
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A new experimental set-up with an active turbulence grid for wind tunnel testing of bridge decks in homogeneous freestream turbulence is presented. Unlike other active turbulence generators applied in bridge aerodynamics, the active turbulence grid generates stochastic turbulence and not quasi-harmonic velocity fluctuations that are correlated along the section model. A twin deck and a single deck section model are tested for aerodynamic properties using different incoming turbulence. The results show that the static coefficients can be highly sen-sitive to the properties of the incoming turbulence and that the sensitivity varies between the tested cross-sections. Significant changes in aerodynamic derivatives were observed with changing turbulence properties. The turbulence-dependent changes in the aerodynamic derivatives are less clear compared to the static co-efficients since the presence of turbulence and buffeting forces makes it more difficult to identify the aero-dynamic derivatives. It is also clear that the turbulence creates large variations in the instantaneous angles of attack, questioning the validity of linear models for prediction of self-excited forces. It is concluded that the active turbulence grid is a valuable asset in bridge aerodynamics research as it allows for novel studies of bridge aerodynamic properties in conditions relevant to long span bridge design.
引用
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页数:17
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