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 language | English |
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Title of host publication | X International Conference on Structural Dynamics, EURODYN 2017 |
Editors | Fabrizio Vestroni, Vincenzo Gattulli, Francesco Romeo |
Publisher | Elsevier Ltd. |
Pages | 1701-1706 |
Number of pages | 6 |
DOIs | |
Publication status | Published - 2017 |
Externally published | Yes |
Event | 10th International Conference on Structural Dynamics (EURODYN 2017) - Rome, Italy Duration: 10 Sept 2017 → 13 Sept 2017 |
Publication series
Name | Procedia Engineering |
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Publisher | Elsevier Ltd. |
Volume | 199 |
ISSN (Print) | 1877-7058 |
Conference
Conference | 10th International Conference on Structural Dynamics (EURODYN 2017) |
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Country/Territory | Italy |
City | Rome |
Period | 10/09/17 → 13/09/17 |
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/