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Title: Buckling of anisotropic shells. I (English)
Author: De, Anukul
Language: English
Journal: Aplikace matematiky
ISSN: 0373-6725
Volume: 28
Issue: 2
Year: 1983
Pages: 120-128
Summary lang: English
Summary lang: Czech
Summary lang: Russian
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Category: math
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Summary: The formulation of differential equations of buckling problem of anisotropic cylindrical shell is presented here. The solution for anisotropic cylindrical shells without shear load in case of two way compression is found out from the differential equations formulated. The corresponding results for isotropic case are deduced as a particular case. (English)
Keyword: formulation of differential equations
Keyword: cylindrical shells
Keyword: without shear load
Keyword: two way compression
MSC: 73H05
MSC: 74G60
MSC: 74K25
idZBL: Zbl 0513.73048
idMR: MR0695186
DOI: 10.21136/AM.1983.104013
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Date available: 2008-05-20T18:21:34Z
Last updated: 2020-07-28
Stable URL: http://hdl.handle.net/10338.dmlcz/104013
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Reference: [1] W. Flügge: Stresses in shells.Springer Verlag, New York, 1967. MR 0116598
Reference: [2] J. Singer: Buckling of orthotropic and stiffened conical shells.Collected papers on instability of shell structures. N. A. S. A. T. N. D - 1510, p. 463.
Reference: [3] J. Singer R. Fersh-Scher: Buckling of orthotropic conical shells under external pressure.Aeronautical Quarterly XV (1964), 151-168.
Reference: [4] S. Timoshenko S. Woinowsky-Krieger: Theory of plates and shells.McGraw Hill, New York, 1959.
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