A quasi-zero-stiffness vibration isolator inspired by Kresling origami
Vibration isolators are widely used to mitigate undesirable vibrations in engineering systems and structures, but low-frequency vibration isolation remains a challenge. Origami-inspired structures, with their tunable stiffness and transformative capabilities, offer potential for vibration isolation . Inspired by conical Kresling origami, this study proposes a quasi-zero-stiffness vibration isolation system. Static analysis of the origami structure reveals that the system exhibits near-zero dynamic stiffness at the static equilibrium position , while maintaining static stiffness during the load-bearing process. The amplitude-frequency characteristic formula and vibration transmissibility formula are derived using the harmonic balance method. The effects of varying damping ratios and excitation amplitudes on the amplitude-frequency and transmissibility curves are examined. It is shown that the vibration isolation range increases with the number of layers. A comparison of the system's response to harmonic vibrations under different compressive deformations highlights the effectiveness of the origami quasi-zero-stiffness system as a vibration attenuator . Compared to existing quasi-zero-stiffness dampers, the origami-inspired system features a wider isolation frequency band, a lower initial isolation frequency, and reduced vibration transmissibility, demonstrating superior isolation performance, particularly at low frequencies.
Authors
- Hengzhu Lv
- Haodong Zhou (ORCID: https://orcid.org/0000-0002-3317-1258)
- Yao Chen (ORCID: https://orcid.org/0000-0003-0924-8945)
- Pooya Sareh (ORCID: https://orcid.org/0000-0003-1836-2598)
- Jiangjun Gao
- Zhengliang Shen
Institutions
- Ministry of Education of the People's Republic of China (CN)
- China Architecture Design & Research Group (China) (CN)
- Southeast University (CN)
- Newcastle University (GB)
- Universidad Politécnica de Madrid (ES)
Publication Details
- Journal
- Structures
- Published
- 2024-09-26
- DOI
- https://doi.org/10.1016/j.istruc.2024.107315
- Citations
- 32
- Primary Topic
- Advanced Materials and Mechanics
- Type
- article
- Field-Weighted Citation Impact
- 6.80
Funders
- Engineering and Physical Sciences Research Council