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A Study of a Hybrid Damper Using a Lever-Type Displacement Magnifying Mechanism, Giant Magnetostrictive Actuators and Rare-Earth Magnets

机译:利用杠杆式位移放大机构,巨型磁致伸缩执行器和稀土磁体的混合阻尼器的研究

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摘要

In previous papers, the authors proposed two types of passive dampers using a lever-typedisplacement magnifying mechanism. One is a magnetic damper using rare-earth magnets and theother is a viscoelastic-friction damper using acrylic viscoelastic material.In this paper, a new type of hybrid damper using a lever-type displacement magnifyingmechanism, giant magnetostrictive actuators and rare-earth magnets is proposed. The hybriddamper generates controllable friction force together with magnetic damping force which acts as afail-safe mechanism in case of control system trouble, and is suitable for vibration in the region ofamplitude 0.1 ~ 10 mm. The trial damper was made and the resisting force characteristics weremeasured. The seismic responses of a three-dimensional piping system supported by the damperwere measured using an electrohydraulic type shaking table. The experimental results are comparedwith the calculated results obtained by the finite element method (ANSYS), and the effects ofvibration suppression of the hybrid damper are discussed. Moreover, these experimental andcalculated results are compared with those obtained for a semiactive friction damper (which is oneremoved the rare-earth magnets from the hybrid damper) and a passive magnetic damper (which isone removed the giant magnetostrictive actuators from the hybrid damper).
机译:在以前的论文中,作者提出了两种使用杠杆式位移放大机构的被动阻尼器。一种是使用稀土磁体的磁阻尼器,另一种是使用丙烯酸粘弹性材料的粘弹性摩擦阻尼器。建议。混合阻尼器产生可控制的摩擦力以及磁阻尼力,该磁阻尼力在控制系统出现故障时用作故障安全机制,并且适用于幅度在0.1到10 mm范围内的振动。制作了试验阻尼器并测量了阻力特性。使用电液式振动台测量了阻尼器支撑的三维管道系统的地震响应。将实验结果与有限元方法(ANSYS)的计算结果进行了比较,并讨论了混合阻尼器的减振效果。此外,将这些实验和计算结果与半主动摩擦阻尼器(从混合阻尼器中去除了稀土磁体)和被动磁阻尼器(从混合阻尼器中去除了巨磁致伸缩执行器)获得的结果进行了比较。

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