Nonlinear passive damping of the X-shaped structure

Jing Bian, Xingjian Jing*

*Corresponding author for this work

Research output: Chapters, Conference Papers, Creative and Literary WorksRGC 32 - Refereed conference paper (with host publication)peer-review

19 Citations (Scopus)
8 Downloads (CityUHK Scholars)

Abstract

Nonlinear damping can demonstrate excellent performance in vibration control. It is known that the ideal nonlinear damping could be performed as that the damping effect is as high as possible around resonance frequencies but as low as possible at other frequencies. However, how to realize such a nonlinear damping in real engineering practice with a convenient and passive manner would be an open problem in the literature. To this aim, this study investigates the nonlinear damping effect of an X-shaped structure which is inspired from biological limb skeleton systems. It is shown that, (a) the equivalent damping characteristic of the X-shaped structure is a nonlinear function of the vibration displacement and varies at different frequency; (b) the equivalent damping is adjustable with several structural parameters, and can be very high at around resonance frequencies but very low at other frequencies, showing an ideal passive and nonlinear damping property; (c) the linear horizontally-placed damper and joint friction can both produce the desired equivalent nonlinear damping in the vertical direction. The results of this study demonstrate an innovative and passive solution for designing desired nonlinear damping characteristics in various engineering practices by employing the X-shaped structure.
Original languageEnglish
Title of host publicationX International Conference on Structural Dynamics, EURODYN 2017
EditorsFabrizio Vestroni, Vincenzo Gattulli, Francesco Romeo
PublisherElsevier Ltd.
Pages1701-1706
Number of pages6
DOIs
Publication statusPublished - 2017
Externally publishedYes
Event10th International Conference on Structural Dynamics (EURODYN 2017) - Rome, Italy
Duration: 10 Sept 201713 Sept 2017

Publication series

NameProcedia Engineering
PublisherElsevier Ltd.
Volume199
ISSN (Print)1877-7058

Conference

Conference10th International Conference on Structural Dynamics (EURODYN 2017)
Country/TerritoryItaly
CityRome
Period10/09/1713/09/17

Funding

This work was supported in part by the GRF project (15206514) of Hong Kong R,GC the NSFC project (61374041) of hC ina, and internal Research G rants of Hong Kong Polytechnic University.

Research Keywords

  • X-shaped structures
  • Vibration isolation
  • Displacement-dependent damping
  • Nonlinear damping
  • ISOLATORS
  • SYSTEM
  • TRANSMISSIBILITY
  • DYNAMICS
  • PLATFORM
  • FORCE

Publisher's Copyright Statement

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

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