用于风力涡轮机叶片边缘振动控制的缆式调谐插入式阻尼器

IF 5.6 1区 工程技术 Q1 ENGINEERING, CIVIL Engineering Structures Pub Date : 2024-11-14 DOI:10.1016/j.engstruct.2024.119248
Jiawei Tang , Qinlin Cai , Kaoshan Dai , Yangzhao Liu , Junling Heng , Yuxiao Luo
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引用次数: 0

摘要

随着风力涡轮机越来越大,叶片越来越长,旨在提高风能转换效率,随之而来的是振动加剧,从而给结构带来安全挑战。基于电缆的方法需要有限的行程和安装空间,同时又能确保令人满意的控制性能,是这些结构中一种新兴的振动控制策略。本研究评估了适合风叶的缆索式可调阻尼器(CTID)在减轻边缘振动方面的功效。CTID 由阻尼器、阻尼和弹簧元件组成,固定在轮毂上,并通过电缆连接到叶片尖端。首先,建立多自由度叶片-CTID 耦合模型。随后,通过考虑作用在叶片上的风速的旋转傅里叶频谱,得出旋转叶片的风载荷谱。伪激励法有助于风载荷下的随机响应分析,而粒子群优化法可确定 CTID 的最佳参数。通过与传统的调谐质量阻尼器进行比较,对 CTID 的有效性进行了数值验证,证明其具有卓越的减振性能,并减少了按需行程。研究还讨论了 CTID 的相关实际问题,如轴向拉索力引起的不稳定性和屈曲问题。这项研究的数值结果证明了适合旋转叶片的 CTID 的有效性和实用性,为有限空间结构提供了一种新颖且有前途的振动控制策略。
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A cable-based tuned inerter damper for edgewise vibration control of the wind turbine blade
As wind turbines grow larger, with longer blades aimed at enhancing wind energy conversion efficiency, the accompanying increase also results in heightened vibration, thereby posing safety challenges to the structure. The cable-based method, requiring limited stroke and installation space while ensuring satisfactory control performance, is an emerging vibration control strategy in these structures. This study evaluates the efficacy of a wind blade-suited cable-based tuned inerter damper (CTID) in mitigating edgewise vibrations. The CTID comprises inerter, damping, and spring elements, anchored at the hub and connected to the blade tip through a cable. First, the multi-degree-of-freedom blade-CTID coupled model is established. Subsequently, the wind load spectrum of the rotating blade is derived by considering the rotational Fourier spectrum of wind speeds acting on the blade. The pseudo excitation method facilitates stochastic response analysis under wind loads, while particle swarm optimization identifies optimal CTID parameters. The effectiveness of the CTID is numerically validated through a comparison with the conventional tuned mass damper, demonstrating its superior vibration mitigation performance and less on-demand stroke. The associated practical issues of the CTID are discussed, such as the axial cable force-induced instability and buckling issues. The numerical results of this study proved the effectiveness and practicability of rotating blade-suited CTID, providing a novel and promising vibration control strategy in limited-space structures.
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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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