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Active and Passive Vibration Control of Flexible Structures Using a Combination of Magnetostrictive and Ferro-magnetic Alloys

机译:使用磁致伸缩和铁磁性合金组合的柔性结构的主动和被动振动控制

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摘要

A combined passive and active damping strategy is proposed to control vibration in structures using a combination of layers of ferro-magnetic (passive) damping and smart (active) magnetostrictive material (Terfenol-D). Two types of combined damping systems are considered viz., a noninteractive system and an interactive or hybrid system. Numerical investigations on a cantilever beam model are carried out to investigate various aspects in combined damping scenario. Using variational principle, a beam Finite Element is developed to study the dynamic characteristics of a beam containing both the passive and active damping layers. It is shown that the combined system could be used effectively to dampen the structural vibration over a wide frequency range. Comparisons with only passive and only active damping schemes are also made. The influence and the mode dependence of control gain in a hybrid system is clearly brought out
机译:提出了一种组合的被动和有源阻尼策略来使用铁磁性(无源)阻尼和智能(活性)磁致伸缩材料层(Terfenol-D)的层组合来控制结构中的振动。两种类型的组合阻尼系统被认为是viz。,非交互式系统和交互式或混合系统。进行悬臂梁模型上的数值研究,以研究组合衰减场景中的各个方面。使用变分原理,开发了一种光束有限元以研究包含无源和有源阻尼层的光束的动态特性。结果表明,组合系统可以有效地用于抑制宽频范围内的结构振动。还具有无源和仅具有主动阻尼方案的比较。显然提出了对混合系统控制增益的影响和模式依赖性

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