Deflection of circular plate with built- in edges

MAG SILVA MAG*, LM KEER LM

*Corresponding author for this work

Research output: Contribution to journalArticle

Abstract

The theory of elasticity is used to approximate the boundary conditions for a built- in edge for the problem of the bending of a clamped circular plate. The top and bottom surfaces are held in such a manner as to prevent vertical displacement, but they are smooth with respect to tangential shears. Loading is applied to the plate so as to insure antisymmetrical bending stresses. Results from the elasticity solution are compared with analogous solutions obtained from elementary plate theory and from a plate theory modified to include shear deformation.

Original languageEnglish (US)
Pages (from-to)2073-2084
Number of pages12
JournalASCE J STRUCT DIV
Volume97
Issue numberST8
StatePublished - Jan 1 1971

ASJC Scopus subject areas

  • Engineering(all)

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