A locally resonant metamaterial and its application in vibration isolation: Experimental and numerical investigations

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL
Haibin Ding, Nianyong Huang, Changjie Xu, Yifei Xu, Zhigang Cao, Chao Zeng, Lihong Tong
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引用次数: 0

Abstract

Vibration isolation metamaterial barrier has been extensively studied in mitigating the damage induced by vibration, while a deeper understanding of the vibration isolation characteristics based on laboratory experiments is still lacking. In this work, a locally resonant metamaterial barrier is proposed, and a large-scale laboratory experiment was first designed to investigate the isolation mechanism of the proposed metamaterial barrier. The metamaterial vibration isolation barrier is assembled by arraying 5 × 5 resonators. To better explain the observations in experiments and unveil the underlying isolation mechanism, COMSOL Multiphysics was also employed to simulate the laboratory experiment. Subsequently, the vibration isolation effect is quantitatively analyzed by analyzing the acceleration amplitude reduction spectrum (ARS) of the ground surface. The vibration isolation mechanism is discussed by monitoring the acceleration field around the metamaterial barrier. The results indicate that two significant locally resonant attenuation domains are observed, which are induced by the first-order and second-order vertical resonance frequencies of the metamaterial. Another experimental scheme that simultaneously monitored the acceleration of the mass block and the bottom of resonators was implemented to investigate vibration in the resonator. The vibration energy distribution on the mass block and the bottom of the resonator is found to depend significantly on the vibration frequency. When the frequency is lower than a certain frequency, the locally resonant is dominant. Otherwise, the geometric scattering is dominant. The vibration isolation mechanism of the locally resonance metamaterial was investigated by laboratory experiments and provided an effective solving path for isolating the low-frequency vibration.

局部谐振超材料及其在隔振中的应用:实验和数值研究
隔振超材料屏障在减轻振动引起的损伤方面已得到广泛研究,但基于实验室实验对其隔振特性仍缺乏更深入的了解。本研究提出了一种局部谐振超材料屏障,并首先设计了大规模实验室实验来研究这种超材料屏障的隔振机理。超材料隔振屏障由 5 × 5 谐振器阵列组装而成。为了更好地解释实验中的观察结果并揭示其背后的隔振机理,还采用 COMSOL Multiphysics 对实验室实验进行了模拟。随后,通过分析地表的加速度振幅还原谱(ARS),对隔振效果进行了定量分析。通过监测超材料屏障周围的加速度场,讨论了隔振机制。结果表明,在超材料的一阶和二阶垂直共振频率的诱导下,观察到了两个显著的局部共振衰减域。为了研究谐振器的振动情况,还采用了另一种同时监测质量块和谐振器底部加速度的实验方案。研究发现,质量块和谐振器底部的振动能量分布与振动频率有很大关系。当频率低于某一频率时,局部共振占主导地位。否则,几何散射占主导地位。通过实验室实验研究了局部共振超材料的隔振机理,为隔离低频振动提供了有效的解决途径。
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来源期刊
Earthquake Engineering & Structural Dynamics
Earthquake Engineering & Structural Dynamics 工程技术-工程:地质
CiteScore
7.20
自引率
13.30%
发文量
180
审稿时长
4.8 months
期刊介绍: Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following: ground motions for analysis and design geotechnical earthquake engineering probabilistic and deterministic methods of dynamic analysis experimental behaviour of structures seismic protective systems system identification risk assessment seismic code requirements methods for earthquake-resistant design and retrofit of structures.
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