Geodesic
Buckling of beam-column problem of anisotropic cylindrical shells
Applications of Mathematics, Tome 31 (1986) no. 3, pp. 180-189.

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The object of this paper is to formulate the differential equations in the beamcolumn problem of the buckling of anisotropic cylindrical shells, placed between the plates of a testing machine subject to an axial load $P$ and a radial load $H$ of sufficient magnitude to bring the expansion without constraint of the edges produced by $P$ to zero deflection. The solution is obtained with necessary boundary conditions and the corresponding results for the isotropic case are deduced.
DOI : 10.21136/AM.1986.104198
Classification : 74G60, 74K15, 74K25
Keywords: beam-column problem; anisotropic cylindrical shells 
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     title = {Buckling of beam-column problem of anisotropic cylindrical shells},
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De, Anukul. Buckling of beam-column problem of anisotropic cylindrical shells. Applications of Mathematics, Tome 31 (1986) no. 3, pp. 180-189. doi : 10.21136/AM.1986.104198. http://geodesic.mathdoc.fr/articles/10.21136/AM.1986.104198/

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