Buckling of annular plate joint with circular beam

S.B. Filippov, M.L. Boyarskaya

Research output: Chapter in Book/Report/Conference proceedingConference contributionResearch

1 Scopus citations

Abstract

Buckling of an annular elastic thin plate joint with circular beam under the action of radial stresses is studied. Such plate can be considered as a model of the supporting ring of a cylindrical shell in the case when the ring has a T-shaped cross-section. First the initial stress-resultants are found. Then assuming that the plate is narrow buckling equations and boundary conditions are simplified by means of an asymptotic technique. The approximate eigenvalue problem has analytical solutions for particular cases. In the general case, for its solution the Rayleigh-Ritz method and the shooting procedure are used.
Original languageEnglish
Title of host publicationECCOMAS Congress 2016 - Proceedings of the 7th European Congress on Computational Methods in Applied Sciences and Engineering
Pages4741-4751
DOIs
StatePublished - 2016
Event7th European Congress on Computational Methods in Applied Sciences and Engineering, ECCOMAS Congress 2016 - Crete, Greece
Duration: 4 Jun 20169 Jun 2016

Conference

Conference7th European Congress on Computational Methods in Applied Sciences and Engineering, ECCOMAS Congress 2016
Country/TerritoryGreece
CityCrete
Period4/06/169/06/16

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