Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/73987
| DC Field | Value | Language |
|---|---|---|
| dc.contributor | Department of Mechanical Engineering | - |
| dc.creator | Bian, J | - |
| dc.creator | Jing, X | - |
| dc.date.accessioned | 2018-03-29T07:15:50Z | - |
| dc.date.available | 2018-03-29T07:15:50Z | - |
| dc.identifier.issn | 1877-7058 | - |
| dc.identifier.uri | http://hdl.handle.net/10397/73987 | - |
| dc.description | 10th International Conference on Structural Dynamics, EURODYN 2017, 10 - 13 September 2017 | en_US |
| dc.language.iso | en | en_US |
| dc.publisher | Elsevier | en_US |
| dc.rights | © 2017 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/). | en_US |
| dc.rights | The following publication Bian, J., & Jing, X. (2017). Nonlinear passive damping of the X-shaped structure. Procedia engineering, 199, 1701-1706 is available at https://doi.org/10.1016/j.proeng.2017.09.372 | en_US |
| dc.subject | Displacement-dependent damping | en_US |
| dc.subject | Nonlinear damping | en_US |
| dc.subject | Vibration isolation | en_US |
| dc.subject | X-shaped structures | en_US |
| dc.title | Nonlinear passive damping of the X-shaped structure | en_US |
| dc.type | Conference Paper | en_US |
| dc.identifier.spage | 1701 | - |
| dc.identifier.epage | 1706 | - |
| dc.identifier.volume | 199 | - |
| dc.identifier.doi | 10.1016/j.proeng.2017.09.372 | - |
| dcterms.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 frequencyMergeCell (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 propertyMergeCell (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. | - |
| dcterms.accessRights | open access | en_US |
| dcterms.bibliographicCitation | Procedia engineering, 2017, v. 199, p. 1701-1706 | - |
| dcterms.isPartOf | Procedia engineering | - |
| dcterms.issued | 2017 | - |
| dc.identifier.scopus | 2-s2.0-85029895311 | - |
| dc.relation.conference | International Conference on Structural Dynamics [EURODYN] | - |
| dc.identifier.eissn | 1877-7058 | - |
| dc.identifier.rosgroupid | 2017001353 | - |
| dc.description.ros | 2017-2018 > Academic research: refereed > Publication in refereed journal | - |
| dc.description.validate | 201802 bcrc | - |
| dc.description.oa | Version of Record | en_US |
| dc.identifier.FolderNumber | OA_IR/PIRA | en_US |
| dc.description.pubStatus | Published | en_US |
| dc.description.oaCategory | CC | en_US |
| Appears in Collections: | Conference Paper | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| Bian_Nonlinear_Passive_Damping.pdf | 736.15 kB | Adobe PDF | View/Open |
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