Wuhui Pan , Hongyu Xie , Pengfei Ai , Rui Liu , Bo Gao , Shilin Xie , Yajun Luo , Yahong Zhang
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引用次数: 0
Abstract
Traditional high-static-low-dynamic stiffness (HSLDs) vibration isolator can effectively mitigate low frequency micro-amplitude vibration, but its isolation performance always deteriorates under large amplitude vibration due to the nonlinearity of negative stiffness spring. To address the issue, based on the convex-concave counteraction principle, a novel large linear stroke magnetic negative stiffness spring (LLS-MNSS) is proposed to construct a large linear stroke high-static-low-dynamic stiffness (LLS-HSLDs) vibration isolator. The LLS-MNSS is composed of four magnetic rings, which can be divided into a group exhibiting concave negative stiffness and another group exhibiting convex negative stiffness. The analytical magnetic stiffness model of the LLS-MNSS is firstly established. Based on parameters analyses and Taylor expansion expression of the theoretical magnetic stiffness model, an optimization model is built to minimize the variation degree of resultant magnetic negative stiffness. By solving the presented optimization problem, the parameters of LLS-MNSS are elaborately determined, effectively counteracting the variation of concave negative stiffness by that of the convex negative stiffness over a wide displacement range, and results in an approximately constant resultant magnetic negative stiffness within a stroke of (-6.7 mm, 6.7 mm). Besides, the designed LLS-MNSS possesses higher negative stiffness and more superior compactness when considering an identical linear stroke, as evidenced by the results of the comparative analysis between the LLS-MNSS and four existing magnetic negative stiffness springs with wide linear stroke. Finally, the theoretical and experimental results demonstrate that the low frequency vibration isolation performance of the LLS-HSLDs isolator exhibits remarkable stability even under large amplitude vibration.
传统的高静低动刚度隔振器可以有效地抑制低频微幅振动,但由于负刚度弹簧的非线性,在大幅振动下隔振性能往往会下降。为了解决这一问题,基于凸凹反力原理,提出了一种新型大直线行程磁负刚度弹簧(LLS-MNSS)来构建大直线行程高静低动刚度隔振器(LLS-HSLDs)。LLS-MNSS由4个磁环组成,可分为凹负刚度组和凸负刚度组。首先建立了LLS-MNSS的解析磁刚度模型。在对理论磁刚度模型进行参数分析和Taylor展开的基础上,建立了以使合成磁负刚度变化程度最小为目标的优化模型。通过求解所提出的优化问题,精心确定了LLS-MNSS的参数,在较宽的位移范围内有效地抵消了凹负刚度的变化,并在行程(-6.7 mm, 6.7 mm)范围内获得了近似恒定的合成磁负刚度。此外,在所设计的LLS-MNSS与现有四种宽线性行程的磁性负刚度弹簧的对比分析结果表明,在相同线性行程下,LLS-MNSS具有更高的负刚度和更优越的紧凑性。最后,理论和实验结果表明,LLS-HSLDs隔振器的低频隔振性能即使在大振幅振动下也表现出良好的稳定性。
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.