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首页> 外文期刊>Journal of Sound and Vibration >Design, construction and experimental performance of a nonlinear energy sink in mitigating multi-modal vibrations
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Design, construction and experimental performance of a nonlinear energy sink in mitigating multi-modal vibrations

机译:非线性能源下沉的设计,构建和实验性能,减轻多模态振动

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摘要

To passively reduce the vibration energy in mechanical systems under shock load, nonlinear energy sinks (NES) can be locally attached, serving as vibration absorbers. The NES is an alternative to the standard tuned-mass-damper (TMD). While the TMD has a linear connecting spring, the NES has a nonlinear one. As a consequence, the NES has an energy dependent natural frequency. Because of this property, the NES is able to mitigate multi-modal transient vibrations sequentially from high to low frequency through a resonance capture cascade (RCC). This is a major advantage over the TMD, which is tuned only to reduce vibrations in a narrow frequency band, typically a single mode. Recently, three performance measures for the NES were derived, 1) The energy dissipation, the amount of total vibration energy dissipated by the NES. 2) The pumping time that estimates the time required for the NES to absorb a single frequency and 3) the cascading time, estimating the time the NES engages in RCC, absorbing all the modal frequencies. The novelty of these measures is that they only require the knowledge of the system's parameters. In this research, a complete implementation of a NES is presented, from design and practical realization, to verifying the performance measures experimentally. The performance measures thus allow to predict experimental performance of the NES without simulations or experiments, opposite to what literature does. The NES is constructed with a novel design methodology. This methodology allows for tailor made purely nonlinear stiffness. The NES is placed on a frame representing a scale model single-story building, to validate the single-mode performance. To obtain resonance cascading, a second story is added to obtain a two-mode dominant vibrating structure. The cascading time is predicted and confirmed by the experiments. The experiments agree well with both simulations and predictions regarding performance. This work validates the ease of use of the performance measures and their ability to predict experimental performance of a NES mitigating multimodal vibrations. (C) 2020 Elsevier Ltd. All rights reserved.
机译:为了在冲击载荷下被动地降低机械系统中的振动能量,可以在本地附接非线性能量水槽(NES),作为振动吸收器。 NES是标准调谐质量阻尼器(TMD)的替代方案。虽然TMD具有线性连接弹簧,但NES具有非线性的。结果,NES具有能量依赖的自然频率。由于这种特性,NES能够通过谐振捕获级联(RCC)来减轻高到低频率的多模态瞬态振动。这是TMD上的主要优点,该主要优点仅被调整以减少窄频带中的振动,通常是单个模式。最近,衍生了三种性能措施,1)能量耗散,NES消散的总振动能量。 2)估计NE吸收单个频率所需时间和3)级联时间的泵送时间,估计NE接合RCC的时间,吸收所有模频频率。这些措施的新颖性是他们只需要系统的参数知识。在这项研究中,从设计和实际实现中展示了NE的完整实施,以实验验证性能措施。因此,性能措施允许在没有模拟或实验的情况下预测NE的实验性能,与文献相反。 NES由新颖的设计方法构建。该方法允许量身定制纯度非线性刚度。 NES被放置在代表尺度模型单层建筑物的框架上,以验证单模式性能。为了获得共振级联,添加第二个故事以获得双模主导振动结构。通过实验预测并确认级联时间。实验与对性能的模拟和预测吻合很好。这项工作验证了性能措施的易用性及其预测人NES的实验性能的能力,这些能力减轻了多峰振动。 (c)2020 elestvier有限公司保留所有权利。

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