-plane analysis for the fundamental problems of a stretched infinite plate weakened by curvilinear holes.
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International Journal of Mathematics and Mathematical Sciences
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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.