Jiawei Tang , Qinlin Cai , Kaoshan Dai , Yangzhao Liu , Junling Heng , Yuxiao Luo
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引用次数: 0
Abstract
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.
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.