Effects of section configurations on the dynamic responses of an integrated quasi-zero isolator

Haiping Liu*, Shikun Zhou, Yan Wang, Qi Lv

*Corresponding author for this work

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

6 Citations (Scopus)

Abstract

In this research, a new passive-type integrated quasi-zero stiffness isolator with variable cross-section (IQZS-VCS) characteristic is proposed in order to extend the application fields. Compared with the integrated quasi-zero stiffness isolator with uniform cross-section (IQZS-UCS), the IQZS-VCS isolator has more adjustable structural parameters and can enhance vibration attenuation performance in lower-frequency region. Based on the developed static model, the nonlinear force and nonlinear stiffness characteristics of the IQZS-VCS isolator are evaluated using different design parameters. Furthermore, the effects of different factors on vibration reduction ability of the isolating system are addressed in terms of amplitude-frequency response and force transmissibility. Compared with a traditional linear, IQZS-UCS and conventional three-spring-type quasi-zero stiffness isolators, the proposed isolator exhibits better low-frequency and wide-band isolation performance. Quasi-static and electromagnetic exciting tests reveal that the developed theoretical models and related calculation results of the IQZS-VCS isolator are correct, providing an innovative solution and insight for broadband isolator. © 2024 Elsevier Ltd
Original languageEnglish
Article number111617
Number of pages17
JournalThin-Walled Structures
Volume197
Online published20 Jan 2024
DOIs
Publication statusPublished - Apr 2024

Funding

This work was supported by Guangdong Basic and Applied Basic Research Foundation (No. 2021B1515120049), and Foshan Science and Technology Innovation Funds for Industry University Cooperation Project (No. BK22BE021).

Research Keywords

  • Dynamic performance
  • Integrated quasi-zero stiffness
  • Isolator
  • Nonlinear stiffness
  • Variable cross-section

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