Ugięcia Płyt Ortotropowych o Zmiennych Sztywnościach i Pewnych Nieciągłych Warunkach Brzegowych

The paper contains the formally exact solution of the differential equation of bending of a plate which rests on an elastic foundation, in the case when the rigidities and the foundation coefficient are polynomials of the single variable y; the edges x = 0 and x = a of the plate are simply supported...

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Bibliographic Details
Main Author: K.H. Bojda
Format: Article
Language:English
Published: Institute of Fundamental Technological Research 1971-12-01
Series:Engineering Transactions
Online Access:https://et.ippt.pan.pl/index.php/et/article/view/2552
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Summary:The paper contains the formally exact solution of the differential equation of bending of a plate which rests on an elastic foundation, in the case when the rigidities and the foundation coefficient are polynomials of the single variable y; the edges x = 0 and x = a of the plate are simply supported, the boundary conditions along the edge y = 0 being discontinuous. The solution has the form of a double polynomial – trigonometric series. The coefficients of the series are obtained from simple recurrent formulae and from infinite systems of algebraic equations. The solutions are presented concerning continuous plates resting: on elastic supports. The possibility is indicated of obtaining simple solutions in the cases of infinite and semi-infinite plate strips. The solution is derived by means of the algebraic derivative.
ISSN:0867-888X
2450-8071