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An integrated low-friction low-resonance passive vibration isolator: tunable nonlinear stiffness, damping, and inertia

Research output: Journal Publications and ReviewsRGC 21 - Publication in refereed journalpeer-review

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Abstract

To achieve a lower onset isolation frequency and reduced resonance response amplitude, while minimizing the deterioration of high-frequency isolation performance, this study proposes a novel integrated passive isolator. By exploiting the nonlinear benefits of an X-structure, the proposed system achieves low-friction and low-resonance (LFLR) vibration isolation through the synergistic integration of nonlinear stiffness, damping, and inertia. The design incorporates a compact stiffness-tuning mechanism, enabling an extensive quasi-zero-stiffness (QZS) range—up to 49.09% of the allowable vibration displacement—while supporting substantial payloads (demonstrated at ~ 4 kg, with scalability to arbitrary loads). This configuration delivers exceptionally low resonant frequencies (0.69 Hz) and isolation onset at 1.2 Hz, outperforming comparable solutions reported in the literature. A frictionless eddy current damper (ECD) further enhances beneficial nonlinear damping performance by eliminating Coulomb friction inherent in fluid-based systems, reducing resonant amplitude to ~ 7 dB (e.g., θ0 = π/3) and achieving superior high-frequency isolation (transmissibility around − 35 dB at 10 Hz). Additionally, a novel nonlinear inertia mechanism allows significant inertial mass variation during large-amplitude oscillations without imposing motion constraints, introducing the mass variation ratio as a key metric for optimizing inertial effects. Collectively, these innovations underscore the versatility and adaptability of the integrated X-structure approach for advanced vibration control applications in engineering practice. © The Author(s) 2026.
Original languageEnglish
Article number744
Number of pages26
JournalNonlinear Dynamics
Volume114
Issue number10
Online published20 May 2026
DOIs
Publication statusPublished - May 2026

Funding

Open access publishing enabled by City University of Hong Kong Library's agreement with Springer Nature. The work is supported by a NSFC-RGC joint research scheme (9054045), General Research Funds of Hong Kong RGC (11204724, 11202323), a booster fund of City University of Hong Kong (7030015), a CityU Internal Funds for External Grant Schemes (9678332), a Collaborative Research Fund of Hong Kong RGC (C1013-24G), an Innovation and Technology Funds of Hong Kong ITC (ITP/003/24LP, GHP/064/22), and a startup fund from City University of Hong Kong (Ref. 9380140).

Research Keywords

  • Eddy current damper
  • Nonlinear damping
  • Nonlinear inertia
  • Nonlinear stiffness
  • X-structures

Publisher's Copyright Statement

  • This full text is made available under CC-BY 4.0. https://creativecommons.org/licenses/by/4.0/

RGC Funding Information

  • RGC-funded

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