Proceedings Vol. 20 (2014)
ENGINEERING MECHANICS 2014
May 12 – 15, 2014, Svratka, Czech Republic
Copyright © 2014 Brno University of Technology Institute of Solid Mechanics, Mechatronics and Biomechanics
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
list of papers scientific commitee
pages 533 - 536, full text
The plane mixed boundary value problem of elasticity on a rectangular domain is solved exactly. With the help of Fourier transformation the one-dimensional vector boundary problem in the transformation’s domain is obtained. The components of the unknown vector are the displacement transformations. The problem is solved exactly with the methods of the matrix differential calculations. The constructed vector is inversed by the corresponding formulas of inverse Fourier transformation, so the displacement expressions are found in the form of Fourier series. The numerical investigation of the stress in dependence of the external loading value and domain’s size is presented.
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