Investigation on vortex-induced vibration control of streamlined box girder by small-scale horizontal axis wind turbine and its energy harvesting potential: An experimental study at large angle of attack
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引用次数: 0
Abstract
With the increasing impacts of climate change on the wind speed, wind-induced vibrations of large-span bridges have become a significant challenge, especially for frequently occurred vortex-induced vibration (VIV). Effective control strategy of such vibrations is crucial for ensuring the long-term safety of bridges. Although previous studies have investigated the control effects of aerodynamic control measures, including passive and active strategies, it is still lack of explorations on the comprehensive design that combine control efficiency and energy potential. Considering the needs for sustainable development of infrastructure, this study proposed a conceptual design of bridge-integrated wind energy system through the installation of small-scale wind turbine, with the aim of combing both effective VIV control and utilizing the abundant green energy around. Through wind tunnel tests at large angle of attack (AoA), the difference of control effects under various arrangement was compared by considering shape and positional parameters. And the possible control mechanism and energy potential were probed by analyzing the results of wind pressure, wake and rotation speed respectively. This study shows that bridge-integrated wind turbine system contributed to the mitigation of vertical VIV phenomenon. And the turbine wake interfered the frequency and energy distribution during VIV, while reduced the wind pressure fluctuations around windward side of girder. While preliminary results of TSR support the energy potentials for above conceptual design, it still needs for further investigations on variable performance of energy output, as well as validating the possible negative effects may bring into bridge structures.
期刊介绍:
Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed.
The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering.
Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels.
Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.