Abstract

The solution of the problem of the long cylindrical shell bending by a numerical and analytical boundary elements method is considered. The method is based on the analytical construction of a fundamental system of solutions and Green’s functions for the differential equation of the problem under consideration. This paper is devoted to the determination of these expressions. The semi-moment theory of the cylindrical shell calculation, proposed by V.Z. Vlasov, which for the problem under consideration leads to one eighth-order partial differential equation is used. The problem of the bending of a cylindrical shell is twodimensional, and in the numerical and analytical boundary elements method, plates and shells are considered as generalized one-dimensional modules, so the variational method of Kantorovich-Vlasov was applied to this equation to obtain an ordinary differential equation of the eighth order. Sixty-four expressions of all the fundamental functions of the problem are constructed, as well as an analytic expression for the Green’s function, which makes it possible to construct a load vector (without any restrictions on the nature of its application), and then proceed to the solution of boundary-value problems for the bending of long cylindrical shells under various boundary conditions.

Highlights

  • The stress state of a cylindrical shell and the corresponding theory of its calculation depend substantially on the length of the shell

  • In the case of a long shell supported along curvilinear edges and loaded with an arbitrary smoothly varying load, its stress state is close to the one of the beam

  • Vlasov proposed a theory of long cylindrical shells calculation, which was called a semi-moment theory [1, 2]

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Summary

Introduction

The stress state of a cylindrical shell and the corresponding theory of its calculation depend substantially on the length of the shell. With an uneven distribution of the load along the shell and along the cross-section, this approach gives incorrect results, and we must take into account the deformation of the contour. This applies to the case of securing the longitudinal edges of the shell. Vlasov proposed a theory of long cylindrical shells calculation, which was called a semi-moment theory [1, 2] According to this model the shell consists of an infinite number of transversal curved elementary strips, joined connected by a system of rods with hinged.

Construction of the system of fundamental functions
12 R 2 4 h2
32 C 2 62 C 2
Conclusions
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