Effects of additional static wind angle of attack on discrepancies between 2D and 3D flutter of suspension bridges

IF 5.6 1区 工程技术 Q1 ENGINEERING, CIVIL
Yan Zhang , Haili Liao , Qiang Zhou
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引用次数: 0

Abstract

The disparity in critical flutter wind speed (Ucr) between two-dimensional (2D) section models and three-dimensional (3D) full aeroelastic bridge models is crucial for determining the wind-induced safety of long-span suspension bridges. However, it remains unclear whether this disparity is due to the effects of additional static wind angle of attack (ASWAOA), multi-modal coupled effects, or both. In present study, the mechanisms underlying the difference between 2D and 3D Ucr of suspension bridges are investigated using analytical methods with focusing on the ASWAOA effects. Firstly, suspension bridges are simplified to simply-supported bridges to eliminate multi-modal coupled effects, enabling a thorough investigation into the ASWAOA effects on 2D and 3D Ucr. The concept and calculation method for evaluating the equivalent ASWAOA of 3D models are also proposed. Secondly, the ASWAOA effects on 2D and 3D flutter performances of suspension bridges with simple and continuous span-layout types are further discussed. The results show that the ASWAOA effects substantially reduce the 2D and 3D Ucr as positive initial wind angle of attack increases. However, the discrepancy between 2D and 3D equivalent ASWAOA is minimal, and the suspension bridges experiencing multi-modal coupled flutter indicates that the discrepancies between 2D and 3D Ucr arise primarily from the multi-modal coupled effects rather than the ASWAOA effects.
二维(2D)断面模型和三维(3D)全气动弹性桥梁模型之间临界扑翼风速(Ucr)的差异对于确定大跨度悬索桥的风致安全性至关重要。然而,目前仍不清楚这种差异是由于附加静风攻角 (ASWAOA) 的影响、多模态耦合效应还是两者兼而有之。本研究采用分析方法研究了悬索桥二维和三维 Ucr 差异的内在机制,重点关注 ASWAOA 效应。首先,将悬索桥简化为简支桥,以消除多模态耦合效应,从而深入研究 ASWAOA 对二维和三维 Ucr 的影响。此外,还提出了评估三维模型等效 ASWAOA 的概念和计算方法。其次,进一步讨论了 ASWAOA 对简单和连续跨度布局类型悬索桥二维和三维扑动性能的影响。结果表明,随着正初始风攻角的增大,ASWAOA效应大大降低了二维和三维Ucr。然而,二维和三维等效 ASWAOA 之间的差异很小,悬索桥经历的多模式耦合扑动表明,二维和三维 Ucr 之间的差异主要来自多模式耦合效应,而不是 ASWAOA 效应。
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
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.
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