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Article

Keywords:
differential equation; cylindrical shells; torsion of long tube; critical values of shear load; total torque
Summary:
The object of this paper is to find the solution of the differential equation of the buckling problem of anisotropic cylindrical shells with shear load in case of torsion of a long tube. The critical values of the shear load and the total torque are also found. The corresponding results for the isotropic case are deduced as a special case.
References:
[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 shell under external pressure. Vol. XV, Aeronautical Quarterly, 1964, pp. 151 - 168.
[4] A. De: Buckling of anisotropic shells I. Apl. mat. 28 (1983), 120-128. MR 0695186 | Zbl 0513.73048
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