Dynamic stability of cylindrical panels with transverse shear effects

Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/58149

DC Field	Value
dc.title	Dynamic stability of cylindrical panels with transverse shear effects
dc.contributor.author	Ng, T.Y.
dc.contributor.author	Lam, K.Y.
dc.contributor.author	Reddy, J.N.
dc.date.accessioned	2014-06-17T05:11:24Z
dc.date.available	2014-06-17T05:11:24Z
dc.date.issued	1999-08-01
dc.identifier.citation	Ng, T.Y.,Lam, K.Y.,Reddy, J.N. (1999-08-01). Dynamic stability of cylindrical panels with transverse shear effects. International Journal of Solids and Structures 36 (23) : 3483-3496. ScholarBank@NUS Repository.
dc.identifier.issn	00207683
dc.identifier.uri	http://scholarbank.nus.edu.sg/handle/10635/58149
dc.description.abstract	The dynamic stability of simply-supported, isotropic cylindrical panels under combined static and periodic axial forces are investigated. An extension of Donnells shell theory to a first-order shear deformation theory is used, and a system of Mathieu-Hill equations are obtained via a normal-mode expansion, and the parametric resonance response was analyzed using Bolotins method. Results are compared with those obtained using the classical shell theory. The effects of the thickness-to-radius ratio on the instability regions are examined in detail.
dc.source	Scopus
dc.type	Article
dc.contributor.department	MECHANICAL & PRODUCTION ENGINEERING
dc.description.sourcetitle	International Journal of Solids and Structures
dc.description.volume	36
dc.description.issue	23
dc.description.page	3483-3496
dc.identifier.isiut	NOT_IN_WOS
Appears in Collections:	Staff Publications

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