Geodesic
Buckling of anisotropic shells. I
Applications of Mathematics, Tome 28 (1983) no. 2, pp. 120-128
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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.
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.
DOI : 10.21136/AM.1983.104013
Classification : 73H05, 74G60, 74K25
Keywords: formulation of differential equations; cylindrical shells; without shear load; two way compression 
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De, Anukul. Buckling of anisotropic shells. I. Applications of Mathematics, Tome 28 (1983) no. 2, pp. 120-128. doi: 10.21136/AM.1983.104013

[1] W. Flügge: Stresses in shells. Springer Verlag, New York, 1967. | MR

[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.

[3] J. Singer R. Fersh-Scher: Buckling of orthotropic conical shells under external pressure. Aeronautical Quarterly XV (1964), 151-168.

[4] S. Timoshenko S. Woinowsky-Krieger: Theory of plates and shells. McGraw Hill, New York, 1959.

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