Email this article End Flexures of Circular Cylindrical Shells before Stability Loss under Uniform External Pressure
- Authors: Matveyev EA1, Frolov AB1
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Affiliations:
- MSTU MAMI
- Issue: Vol 2, No 2 (2008)
- Pages: 152-157
- Section: Articles
- URL: https://journals.eco-vector.com/2074-0530/article/view/69685
- DOI: https://doi.org/10.17816/2074-0530-69685
- ID: 69685
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Abstract
To describe the axisymmetric deformation of circular cylindrical shell under uniform transversal pressure or in the condition of uniform compression the Marherr equation is used. The paper examines the bedding-in of the shell at the support contours at the condition of free axial displacement or without it. For the given boundary problems the analytical solutions in primitive functions is obtained and the main loading line of the shell is drown up.
About the authors
E A Matveyev
MSTU MAMIк.т.н., проф+7-495-223-05-23 доб. 14-65; МГТУ «МАМИ»; MSTU MAMI
A B Frolov
MSTU MAMI+7-495-223-05-23 доб. 14-65; МГТУ «МАМИ»; MSTU MAMI
References
- Вольмир А.С. Устойчивость деформируемых систем. М.: Наука. 1967, 984 с.
- Григолюк Э.И., Кабанов В.В. Устойчивость оболочек. М.: Наука, 1978. 359 с.
- Тимошенко С.П., Войновский-Кригер С. Пластинки и оболочки. М.: Физматгиз, 1963. 636с.
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