On the free vibration of stepped beams

Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/50380

DC Field	Value
dc.title	On the free vibration of stepped beams
dc.contributor.author	Ju, F.
dc.contributor.author	Lee, H.P.
dc.contributor.author	Lee, K.H.
dc.date.accessioned	2014-04-22T06:11:54Z
dc.date.available	2014-04-22T06:11:54Z
dc.date.issued	1994-11
dc.identifier.citation	Ju, F.,Lee, H.P.,Lee, K.H. (1994-11). On the free vibration of stepped beams. International Journal of Solids and Structures 31 (22) : 3125-3137. ScholarBank@NUS Repository.
dc.identifier.issn	00207683
dc.identifier.uri	http://scholarbank.nus.edu.sg/handle/10635/50380
dc.description.abstract	On the basis of a first-order shear deformation beam theory, a finite element method is presented for the analysis of free vibration of arbitrarily stepped beams. The effects of shear deformation, step geometry, step eccentricity and multiple stepped sections are investigated. The phenomenon of dynamic stiffening is also analysed and discussed. The numerical results show the importance of including bending-extension coupling for certain eccentrically stepped beams. © 1994.
dc.source	Scopus
dc.type	Article
dc.contributor.department	MECHANICAL & PRODUCTION ENGINEERING
dc.contributor.department	CAE/CAD/CAM CENTRE
dc.description.sourcetitle	International Journal of Solids and Structures
dc.description.volume	31
dc.description.issue	22
dc.description.page	3125-3137
dc.identifier.isiut	NOT_IN_WOS
Appears in Collections:	Staff Publications

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