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The plane state of stress is considered for symmetric plate arches used as bridge structures. The Airy function determining the stresses in the arches is assumed in the form of a series obtained by separating variables in polar coordinates. The integration constants are obtained from a system of lin...

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Bibliographic Details
Main Author: K. Wysiatycki
Format: Article
Language:English
Published: Institute of Fundamental Technological Research 1958-12-01
Series:Engineering Transactions
Online Access:https://et.ippt.pan.pl/index.php/et/article/view/2997
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