Abstract
The purpose of this study is to describe a new ana� lytical method of solving nonaxisymmetrical bound� aryvalue problems with the example of a particular problem about the bend of a thick cylinder under the action of its weight. 1. Formulation of the problem. We consider a circu� lar elastic cylinder (µ is the Poisson ratio, and G is the shear modulus) defined in the cylindrical coordinate system (r, ϕ, z) by the relation
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