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.
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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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

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[6] A. De: Buckling of anisotropic shells I. Apl. Mat. 28 (1983), 120-128. | MR | Zbl

[7] A. De: Buckling of anisotropic shells II. Apl. Mat. 28 (1983), 129-137. | Zbl

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