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formulation of differential equations; cylindrical shells; without shear load; two way compression
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.
[1] W. Flügge: Stresses in shells. Springer Verlag, New York, 1967. MR 0116598
[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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