A magnetostrictive tri-stable energy harvester utilizing a shared pre-magnetization field and analysis of its centrifugal effect

IF 5.6 1区 工程技术 Q1 ENGINEERING, CIVIL Engineering Structures Pub Date : 2025-01-13 DOI:10.1016/j.engstruct.2025.119644
Weiwei Dong, Huifang Liu, Quan Liang, Teng Ren, Chao Wang, Wenkai Xu, Yun Wang
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引用次数: 0

Abstract

Energy harvesting technology is an effective solution for passive power supply for structural health monitoring of rotating components. The group found that the tip magnetic mass block can enhance the pre-magnetized magnetic field and interact with the pre-magnetized magnet to form a symmetric tri-stable structure and present asymmetric potential energy trap characteristics. Based on this, this paper presents a magnetostrictive tri-stable rotational energy harvester with a shared pre-magnetization field for the first time. In addition, the influence of the centrifugal effect on the equivalent stiffness of a rotating cantilever beam in a nonlinear tri-stable system cannot be neglected. Still, there is a lack of relevant theories. In this paper, a dynamic model describing the influence of the centrifugal effect on the asymmetric force characteristics of the tri-stable structure is established, and the role of parameters such as installation angle and radius on the dynamic behavior of the cantilever beam is analyzed in depth. Theory and experiments show that adjusting the parameters of the tip magnetic mass block can improve the energy harvesting efficiency and broaden the frequency bandwidth of the tri-stable structure. The installation angle and radius significantly affect the system's adequate frequency bandwidth and harvesting capability. The research results provide a new solution for designing the tri-stable energy harvesting system and important theoretical guidance for optimizing the magnetostrictive rotational energy harvesting system.
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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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