Closed-form solution to multi-mode aerodynamic damping of monopile-supported offshore wind turbines

IF 5.6 1区 工程技术 Q1 ENGINEERING, CIVIL
Xiang Li , Biswajit Basu , Giuseppe Habib , Zili Zhang
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引用次数: 0

Abstract

This paper presents an explicit solution to multi-mode aerodynamic damping of monopile-supported offshore wind turbines (OWTs), focusing on the first three fore-aft and side-side modes of the tower. The analytically derived aerodynamic damping matrix enables rapid quantification of aerodynamic coupling effects and modal damping of the OWT system at any operational point. A 14-degree-of-freedom OWT model is developed, incorporating essential features such as aeroelasticity, pitch control, and mechanical coupling. Second and third tower vibration modes in each direction are introduced to reveal multi-mode aerodynamic coupling effects. Comparative analyses with nonlinear OWT simulations confirm that the model employing linearized aerodynamic loads maintains high fidelity and robustness. Leveraging the linearized model, the wind speed dependence of multi-mode aerodynamic coupling and damping ratios of the OWT system is rigorously investigated. Findings highlight that tower top rotation plays a decisive role in generating multi-mode aerodynamic coupling. Excluding blade flexibility, tower top rotation, or aerodynamic coupling terms results in varying degrees of inaccuracy in evaluating multi-mode damping ratios, whereas the omission of hydrodynamic added mass matrix is of minimal consequence. In both the fore-aft and side-side directions, the aerodynamic damping of the first tower mode is significantly higher than that of the second and third modes. The third side-side mode exhibits negative aerodynamic damping ratios throughout the entire operational range, indicating a potential instability issue.
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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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