title: Buckling of a ring joint with the cylindrical shell under internal pressure in the shell
metadata.name: dc.contributor.author
metadata.value: Boyarskaya, Maria L.
metadata.lang: -
metadata.name: dc.contributor.author
metadata.value: Filippov, Sergey B.
metadata.lang: -
metadata.name: dc.date.accessioned
metadata.value: 2016-08-01T11:50:12Z
metadata.lang: -
metadata.name: dc.date.available
metadata.value: 2016-08-01T11:50:12Z
metadata.lang: -
metadata.name: dc.date.issued
metadata.value: 2016-06
metadata.lang: -
metadata.name: dc.identifier.uri
metadata.value: http://hdl.handle.net/11701/2463
metadata.lang: -
metadata.name: dc.description.abstract
metadata.value: Buckling under the uniform internal pressure of a thin circular cylindrical shell supported by the rings
  with T-shaped cross-section is studied. As a model of the ring the annular plate supported on outer edge
  by a circular beam is used. The classical model of a ring — a beam with T-shaped cross-section does not
  allow to solve the given problem, because the buckling deformations are localized on the surface of the
  ring. It is impossible to find the critical pressure corresponding to such loss of stability by means of the
  beam model.
  In the first approximation the buckling problem for the annular plate joint with the cylindrical shell
  is reduced to the solution of an eigenvalue problem for the bending equation of the annular plate. In the
  assumption, that the width of the plate is much less than its internal radius the approximate formulas
  for calculation of the critical pressure are obtained. The results found by Rayleigh—Ritz method and
  shooting procedure differ a little from each other. It is shown, that the critical pressure for the rings with
  the rectangular cross-section section is greater, than for the rings with T-shaped cross-section. Refs 9.
  Figs 3. Tables 2.
metadata.lang: en_GB
metadata.name: dc.language.iso
metadata.value: ru
metadata.lang: en_GB
metadata.name: dc.publisher
metadata.value: St Petersburg State University
metadata.lang: en_GB
metadata.name: dc.relation.ispartofseries
metadata.value: Vestnik of St Petersburg University. Series 1. Mathematics. Mechanics. Astronomy;Vol. 3 (61); Issue 2
metadata.lang: -
metadata.name: dc.subject
metadata.value: buckling
metadata.lang: en_GB
metadata.name: dc.subject
metadata.value: cylindrical shell
metadata.lang: en_GB
metadata.name: dc.subject
metadata.value: ring of T-shaped cross-section
metadata.lang: en_GB
metadata.name: dc.subject
metadata.value: asymptotic methods
metadata.lang: en_GB
metadata.name: dc.title
metadata.value: Buckling of a ring joint with the cylindrical shell under internal pressure in the shell
metadata.lang: en_GB
metadata.name: dc.type
metadata.value: Article
metadata.lang: en_GB
resources.filename: Боярская_Филиппов.pdf
resources.url: https://dspace.spbu.ru/bitstream/11701/2463/1/%d0%91%d0%be%d1%8f%d1%80%d1%81%d0%ba%d0%b0%d1%8f_%d0%a4%d0%b8%d0%bb%d0%b8%d0%bf%d0%bf%d0%be%d0%b2.pdf
resources.format: Adobe PDF
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