Abstract

The eccentric-wing flutter stabilizer is a passive aerodynamic device for raising the flutter speed of a bridge. It consists of wings running parallel to the bridge deck. In contrast to similar devices proposed in the past, the wings do not move relative to the bridge deck and they are positioned outboard the bridge deck to achieve a greater lateral eccentricity. This enables the wings to produce enough aerodynamic damping to effectively raise the flutter speed. A comprehensive parametric flutter analysis study is presented in which both the properties of the bridge and the configuration of the wings are varied. The bridge properties and the wing configuration are each summarized in four non-dimensional quantities. The parameter space within which these numbers are varied are determined on the basis of previous work and the structural properties of actual long-span bridges. As for the wind forces, a streamlined bridge deck contour is assumed. The main interest of this study is the relative flutter speed increase due to the wings. This and other non-dimensional results are presented in diagrams and discussed. Both multi-degree-of-freedom and generalized two-degree-of-freedom flutter analyses are performed. Torsional divergence is addressed. A strategy for choosing a cost-efficient wing configuration is suggested.

Highlights

  • Flutter is a criterion governing the design of long-span bridges

  • The results presented here are obtained on the assumption of streamlined contours using the non-stationary aerodynamic coefficient functions derived by Theodorsen (1934) and compiled by Starossek (1992)

  • The analyses performed for this study show that structural damping reduces the relative flutter speed increase slightly in some cases, but raises it strongly in other cases

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Summary

Introduction

Flutter is a criterion governing the design of long-span bridges. The twin deck concept was described by Richardson (1981) and has been implemented in a few bridges. It is a passive aerodynamic measure that takes advantage of the gap between the two or more bridge decks. Diana et al (2007) examined the effect of winglets positioned above the bridge deck edges without a distinct vertical or horizontal offset. Qualitative indications were given concerning the impact of such devices on the flutter speed. Raggett (1987) and Liu et al (2006) suggested wings that are rigidly mounted at a certain vertical distance above the bridge deck edges. The present study shows that the impact of such a configuration on flutter is small

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