title: Stability loss of an infinite plate with a circular inclusion under uniaxial tension
metadata.name: dc.contributor.author
metadata.value: Bauer, Svetlana M.
metadata.lang: -
metadata.name: dc.contributor.author
metadata.value: Kashtanova, Stanislava V.
metadata.lang: -
metadata.name: dc.contributor.author
metadata.value: Morozov, Nikita F.
metadata.lang: -
metadata.name: dc.contributor.author
metadata.value: Semenov, Boris N.
metadata.lang: -
metadata.name: dc.date.accessioned
metadata.value: 2017-07-19T10:03:59Z
metadata.lang: -
metadata.name: dc.date.available
metadata.value: 2017-07-19T10:03:59Z
metadata.lang: -
metadata.name: dc.date.issued
metadata.value: 2017-06
metadata.lang: -
metadata.name: dc.identifier.citation
metadata.value: Bauer S.M., Kashtanova S.V., Morozov N.F., Semenov B.N. Stability loss of an infinite plate with a circular inclusion under uniaxial tension. Vestnik SPbSU. Mathematics. Mechanics. Astronomy, 2017, vol. 4 (62), issue 2, pp. 266–272.
metadata.lang: en_GB
metadata.name: dc.identifier.other
metadata.value: 10.21638/11701/spbu01.2017.210
metadata.lang: -
metadata.name: dc.identifier.uri
metadata.value: http://hdl.handle.net/11701/6949
metadata.lang: -
metadata.name: dc.description.abstract
metadata.value: The problem of the stability loss of an infinite plate with a circular insert with another material exposed to
  uniaxial tension is considered. The influence of elastic modulus of the insert to the value of the critical load
  is defined. For finding the minimum eigenvalue corresponds to the first critical load is applied variational
  principle.
  The calculations are performed in the programm “Maple” and compared with the results obtained
  by the method of finite elements in ANSYS.
  The calculations show that the loss of stability in the case when the inclusion softer than the plate,
  and when the inclusion more firm than plate occurs in different forms, and at the approach of the Young’s
  modulus of the inclusion to the Young’s modulus of the plate critical load essentially increases. In the case
  of the coincidence of elastic modulus of the plate and inclusion stability loss is impossible. Refs 10. Figs 5.
  Table 1.
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. Mathematics. Mechanics. Astronomy;Volume 4 (62); Issue 2
metadata.lang: -
metadata.name: dc.subject
metadata.value: stability loss
metadata.lang: en_GB
metadata.name: dc.subject
metadata.value: plates
metadata.lang: en_GB
metadata.name: dc.subject
metadata.value: energy method
metadata.lang: en_GB
metadata.name: dc.title
metadata.value: Stability loss of an infinite plate with a circular inclusion under uniaxial tension
metadata.lang: en_GB
metadata.name: dc.type
metadata.value: Article
metadata.lang: en_GB
resources.filename: 10-Bauer.pdf
resources.url: https://dspace.spbu.ru/bitstream/11701/6949/1/10-Bauer.pdf
resources.format: Adobe PDF
resources.size: 733,4 kB