Bef analogy for axisymmetrically loaded cylindrical shells

Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65205

DC Field	Value
dc.title	Bef analogy for axisymmetrically loaded cylindrical shells
dc.contributor.author	Francis, T.-L.
dc.contributor.author	Pulmano, V.A.
dc.contributor.author	Thambiratnam, D.
dc.date.accessioned	2014-06-17T08:14:11Z
dc.date.available	2014-06-17T08:14:11Z
dc.date.issued	1990
dc.identifier.citation	Francis, T.-L.,Pulmano, V.A.,Thambiratnam, D. (1990). Bef analogy for axisymmetrically loaded cylindrical shells. Computers and Structures 34 (2) : 281-285. ScholarBank@NUS Repository.
dc.identifier.issn	00457949
dc.identifier.uri	http://scholarbank.nus.edu.sg/handle/10635/65205
dc.description.abstract	A simple finite element analysis based on an analogy with the theory of beams on elastic foundation is developed for closed circular cylindrical shells with arbitrarily varying wall thickness subjected to axisymmetric radial loading which may vary in the longitudinal direction. The foundation modulus and the beam flexural rigidity are replaced by appropriate parameters pertaining to the shell under consideration. By using the proposed technique, the resulting number of stiffness equations is relatively quite small, and this makes it attractive for implementation on microcomputers. © 1990.
dc.source	Scopus
dc.type	Article
dc.contributor.department	CIVIL ENGINEERING
dc.description.sourcetitle	Computers and Structures
dc.description.volume	34
dc.description.issue	2
dc.description.page	281-285
dc.description.coden	CMSTC
dc.identifier.isiut	NOT_IN_WOS
Appears in Collections:	Staff Publications

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