Edge-induced nonlinear damping in bilateral-plate eddy-current tuned mass dampers

非线性系统 磁阻尼 控制理论(社会学) 阻尼转矩 振动 阻尼器 物理 涡流 机械 导线 频率响应 调谐质量阻尼器 功能(生物学) 阻尼比 恢复力 振动控制 振幅 电流(流体) 线性近似 结构工程 附加质量 工程类 数学分析 运动方程 描述函数 非线性振荡 经典力学
作者
Feiyun Deng,Zhouquan Feng,Z H Chen,Xugang Hua
出处
期刊:Journal of Vibration and Control [SAGE Publishing]
标识
DOI:10.1177/10775463261458328
摘要

Eddy current damping is commonly modeled using linear viscous-equivalent formulations. However, for finite-width conductor plates, relative motion between permanent magnets and the conductor causes the electromagnetic interaction region to approach the plate edges, where the effective conducting area decreases, giving rise to a displacement-dependent nonlinear damping mechanism. This paper investigates edge-induced nonlinear eddy-current damping and its influence on dynamic behavior, using a bilateral-plate eddy-current tuned mass damper (BP-ECTMD) as a representative configuration. An analytical model is developed by explicitly accounting for the translating integration bounds associated with finite conductor plates in a magnet-fixed coordinate system. The resulting damping force exhibits a pronounced nonlinear dependence on relative displacement, characterized by a two-stage, S-shaped decay. This behavior is efficiently approximated by a compact logistic-type function suitable for nonlinear dynamic analysis. The analytical predictions are validated against three-dimensional finite-element simulations for different air gap thicknesses, with errors generally below 10%. Nonlinear dynamic analyses show that linearized damping models are adequate only for small vibration amplitudes. At larger displacements, edge-induced effects significantly reduce the effective damping and alter vibration response characteristics. In the numerical example, if the nonlinear BP-ECTMD is designed using the optimal damping coefficient of the linear TMD, its peak structural response reaches 1.655 times that of the linear TMD; after re-optimization, the best nonlinear design is obtained at 1.5 times this damping amplitude, reducing the peak response to 0.968 times that of the linear TMD. These results demonstrate that edge-induced nonlinear damping is an intrinsic feature of plate-type eddy-current dampers and must be explicitly considered in nonlinear mechanical modeling.
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