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首页> 外文期刊>Journal of Wind Engineering and Industrial Aerodynamics: The Journal of the International Association for Wind Engineering >Cross-sectional distributions versus integrated coefficients of flutter derivatives and aerodynamic admittances identified with surface pressure measurement
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Cross-sectional distributions versus integrated coefficients of flutter derivatives and aerodynamic admittances identified with surface pressure measurement

机译:通过表面压力测量确定的截面分布与颤振导数和空气动力学导纳的积分系数的关系

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摘要

Global coefficients for unsteady aerodynamic forces are a powerful tool for the assessment of the aeroelastic response of bridges in turbulent winds. However, global coefficients do not provide any information about the phenomenology of the fluid-structure interaction.This paper introduces a distributed representation of global coefficients that, exploiting the knowledge of the unsteady pressure field along the contour of the deck, allows to understand more in detail the aerodynamics of the phenomenon. We use the distributed representation to analyze the unsteady forces acting on a simple closed-box single girder deck, and we focus the study on two aspects.First, we analyze the unsteady aerodynamic forces near the stall of the moment coefficient, highlighting that a specific area of the deck governs the phenomenon; then we focus the attention on the comparison between the phenomenology of self-excited and wind induced unsteady forces. Results show the effectiveness of the distributed representation in highlighting similarities and discrepancies between different wind-bridge interactions.The distributed representation results to be an interesting tool to perform the optimization of the aeroelastic performances of decks and to improve nonlinear models for the dynamic response of bridges in turbulent wind.
机译:不稳定空气动力的整体系数是评估湍流中桥梁空气弹性响应的有力工具。但是,整体系数并未提供有关流固耦合现象的任何信息。本文介绍了整体系数的分布式表示形式,它利用沿甲板轮廓线的非定常压力场的知识,可以了解更多详细说明该现象的空气动力学特性。我们使用分布表示法来分析作用于简单封闭箱型单梁甲板上的非定常力,并将研究重点放在两个方面:首先,我们分析了力矩系数失速附近的非定常空气动力,强调了甲板面积控制现象;然后我们将注意力集中在自激现象和风引起的非稳态力的现象学之间的比较上。结果表明,分布式表示法在强调不同风桥相互作用之间的相似性和差异方面是有效的。分布式表示法结果是进行甲板气动弹性性能优化和改善桥梁动力响应非线性模型的有趣工具在狂风中。

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