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The susceptibility of bridge decks to vortex induced oscillations can be addressed through wind-tunnel testing. This paper considers the case of the Vila-Real Bridge, in the north of Portugal, which has the highest deck above ground (230 m), among concrete-deck bridges cable-stayed in the central plane. It has a single-cell rectangular box girder with a wide top flange supported by regularly spaced inclined struts. Aeroelastic studies of this precise type of deck seem nonexistent in the literature. Results of sectional model tests are presented for a selection of three distinct angles of attack and three deck configurations, including a solution, alternative to the usual mitigation measures, that solved the susceptibility to vortex induced vibration of the deck and that has no relevant additional design or building costs. With the proposed approach, bridge designers may be able to relegate the use of sections with high aerodynamic performance – but that can be more costly, pose a greater challenge in the construction, or require more time to completion – and the use of mitigation measures, to cases in which they prove to be absolutely necessary. [ABSTRACT FROM AUTHOR]

Abstract: The paper deals with the use of strain-gage based ring-sensors to measure the dynamic forces involved in wind-tunnel testing for research of aeroelastic instabilities. In these experiments, the model has to be supported by an elastic suspension system that allows it to move in response to the flow. The motivation for the work here reported was the assessment of the possibility of occurrence of aeroelastic instabilities in a sectional model of a bridge deck under the action of lateral wind. The model is suspended by helical springs linked to four ring-sensors and aerodynamic drag is measured by two other ring-sensors. The entire measuring system stands outside the wind-tunnel and proved to be practical, low-cost and adaptable to other sectional models. The paper describes the development process and evaluation results of the ring sensors. They feature strain gages arranged in full Wheatstone bridge circuit. The measured time series of force values were translated into lift, pitch moment and drag, as well as linear and angular displacements of the model. High quality results were obtained with the assembly, which allowed obtaining the aerodynamic parameters sought. [Copyright &y& Elsevier]