Mechanics of Solids (about journal) Mechanics of Solids
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IssuesArchive of Issues2021-7pp.1232-1242

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M.D. Kovalenko, I.V. Menshova, A.P. Kerzhaev, and T.D. Shulyakovskaya, "Some Solutions of the Theory of Elasticity for a Rectangle," Mech. Solids. 56 (7), 1232-1242 (2021)
Year 2021 Volume 56 Number 7 Pages 1232-1242
DOI 10.3103/S0025654421070153
Title Some Solutions of the Theory of Elasticity for a Rectangle
Author(s) M.D. Kovalenko (Institute of Applied Mechanics, Russian Academy of Sciences, Moscow, 125040 Russia, kov08@inbox.ru)
I.V. Menshova (Institute of Earthquake Prediction Theory and Mathematical Geophysics, Russian Academy of Sciences, Moscow, 117997 Russia; Bauman Moscow State Technical University, Moscow, 105005 Russia, menshovairina@yandex.ru)
A.P. Kerzhaev (Institute of Earthquake Prediction Theory and Mathematical Geophysics, Russian Academy of Sciences, Moscow, 117997 Russia, alex_kerg@mail.ru)
T.D. Shulyakovskaya (Schmidt Institute of Physics of the Earth, Russian Academy of Sciences, Moscow, 123995Russia, 5095739@mail.ru)
Abstract The ready-made formulas describing the solutions to boundary value problems of the theory of elasticity in a rectangle in which two opposite sides are free and normal or tangential stresses are set on the other two sides are presented. All cases of symmetry about the central axes are considered. The solutions are represented as series in Papkovich–Fadle eigenfunctions. The series coefficients are determined from simple closed formulas, such as Fourier integrals of the given boundary functions. An example of comparing the exact solution to the solution obtained on the basis of the beam theory is presented for a sufficiently narrow rectangle.
Keywords rectangle, Papkovich–Fadle eigenfunctions, exact solutions
Received 19 November 2020Revised 01 February 2021Accepted 25 February 2021
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