Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65973
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dc.titlepb-2 Rayleigh - Ritz method for general plate analysis
dc.contributor.authorLiew, K.M.
dc.contributor.authorWang, C.M.
dc.date.accessioned2014-06-17T08:22:46Z
dc.date.available2014-06-17T08:22:46Z
dc.date.issued1993-01
dc.identifier.citationLiew, K.M.,Wang, C.M. (1993-01). pb-2 Rayleigh - Ritz method for general plate analysis. Engineering Structures 15 (1) : 55-60. ScholarBank@NUS Repository.
dc.identifier.issn01410296
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65973
dc.description.abstractAn alternative method to the widely used finite element method for elastic analysis of thin plates, the pb-2 Rayleigh - Ritz method, is presented. The special feature of the pb-2 Rayleigh - Ritz method lies in the definition of the Ritz functions which consist of the product of a basic function and a two-dimensional polynomial function where the number of terms may be increased until the desired accuracy is achieved. The basic function is formed by the product of all the boundary equations; each of which is raised to the power of either 0, 1 or 2, corresponding to either free, simply supported or clamped edges, respectively. Thus the basic function ensures the satisfaction of the kinematic boundary conditions at the outset. The bending, buckling and vibration analyses are presented in a unified form and the pb-2 Rayleigh - Ritz method is applied to solve some plate examples to illustrate its simplicity and accuracy. © 1993.
dc.sourceScopus
dc.subjectbending
dc.subjectbuckling
dc.subjectdeflection
dc.subjectelastic
dc.subjectfrequencies
dc.subjectpb-2 Rayleigh - Ritz method
dc.subjectplates
dc.subjectpolynomials
dc.subjectvibration
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleEngineering Structures
dc.description.volume15
dc.description.issue1
dc.description.page55-60
dc.description.codenENSTD
dc.identifier.isiutNOT_IN_WOS
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