Experimental and simulation study on the damping and vibration isolation performance of metal mesh-covered bellows based on dual-index frequency-domain evaluation

Abstract The study focuses on the metal mesh-covered bellows, a critical flexible connector, and investigates its vibration isolation performance across different frequency ranges. The damping loss factor of the material is obtained through resonance beam experiments, and combined with finite element modeling, both modal and harmonic response analyses are conducted for structures with and without damping layers. Based on two frequency-domain indicators—structural loss factor and vibration level difference—the effectiveness of the damping layer is evaluated from the perspectives of energy dissipation and vibration transmission. The results demonstrate that the damping layer significantly enhances the vibration isolation performance of the bellows in low- and mid-frequency ranges, suppresses resonance responses, and broadens the effective vibration isolation bandwidth, thereby providing theoretical support for engineering applications.

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Publication Details

Journal
Journal of Physics Conference Series
Published
2025-09-01
DOI
https://doi.org/10.1088/1742-6596/3098/1/012017
Primary Topic
Structural Engineering and Vibration Analysis
Type
article
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article

Experimental and simulation study on the damping and vibration isolation performance of metal mesh-covered bellows based on dual-index frequency-domain evaluation

Ziyi Liu, Xiao Wang, Zhicheng Wang, Yizhe Huang et al.
Journal of Physics Conference Series
Structural Engineering and Vibration Analysis
article

Experimental and simulation study on the damping and vibration isolation performance of metal mesh-covered bellows based on dual-index frequency-domain evaluation

Ziyi Liu, Xiao Wang, Zhicheng Wang, Yizhe Huang, Xipeng Luo
article en

Abstract

Abstract The study focuses on the metal mesh-covered bellows, a critical flexible connector, and investigates its vibration isolation performance across different frequency ranges. The damping loss factor of the material is obtained through resonance beam experiments, and combined with finite element modeling, both modal and harmonic response analyses are conducted for structures with and without damping layers. Based on two frequency-domain indicators—structural loss factor and vibration level difference—the effectiveness of the damping layer is evaluated from the perspectives of energy dissipation and vibration transmission. The results demonstrate that the damping layer significantly enhances the vibration isolation performance of the bellows in low- and mid-frequency ranges, suppresses resonance responses, and broadens the effective vibration isolation bandwidth, thereby providing theoretical support for engineering applications.

Journal of Physics Conference SeriesVol. 3098(1)
Huazhong University of Science and Technology (CN), Hubei University of Technology (CN)
Openalex Percentile: Top 74%
Structural Engineering and Vibration Analysis
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