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dc.contributor.authorHsiao, KMen_US
dc.date.accessioned2014-12-08T15:27:06Z-
dc.date.available2014-12-08T15:27:06Z-
dc.date.issued2000en_US
dc.identifier.isbn0-85432-721-5en_US
dc.identifier.urihttp://hdl.handle.net/11536/19330-
dc.description.abstractThe objective of this paper is to investigate the effect of tip mass on the natural frequency of the rotating beam with tip mass. The equations of motion for rotating Euler beam are derived by the d'Alembert principle and the virtual work principle. In order to capture all inertia effect and coupling between extensional and flexural deformation, the consistent linearization of the fully geometrically non-linear beam theory is used in the derivation. A method based on the power series solution is proposed to solve the natural frequency. Numerical examples are studied for the natural frequency of rotating beams with different tip mass, angular velocity, setting angle, and slenderness ratio.en_US
dc.language.isoen_USen_US
dc.titleFree vibration of rotating beam with tip massen_US
dc.typeProceedings Paperen_US
dc.identifier.journalSTRUCTURAL DYNAMICS: RECENT ADVANCES, VOLS 1 & 2, PROCEEDINGSen_US
dc.citation.spage259en_US
dc.citation.epage270en_US
dc.contributor.department機械工程學系zh_TW
dc.contributor.departmentDepartment of Mechanical Engineeringen_US
dc.identifier.wosnumberWOS:000166796300019-
Appears in Collections:Conferences Paper