Rectangular cantilever plate bending with regard to transverse shear deformation

Abstract

The paper proposes an iteration method of correction function superposition for initial estimate in the form of hyperbolic-trigonometric series by two coordinates,which as they are superimposed,mutually compensate the misclosures they generate in boundary conditions. The misclosures decrease as the number of iterations grows and a solution can be obtained with any degree of accuracy. Numerical results of calculating deflections and bending moments of a Reissner cantilever plate under uniform loading are presented. Comparison with the classical theory is given.

About the authors

M. V. Sukhoterin

Saint Petersburg State University of Water Communications

Author for correspondence.
Email: vest@ssau.ru
Russian Federation

References

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