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Numerical analysis of cylindrical shell stability interacting with inhomogeneous soil

The research is aimed at determining the critical buckling load of the spatial model shell - soil system in the case of inhomogeneous physical and mechanical soil properties along the longitudinal axis of the cylindrical shell in a nonlinear formulations of the task. Methods. The task is solved by a...

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Main Authors: Sergey B. Kosytsyn, Vladimir Yu. Akulich
Formato: Artigo
Idioma:Inglês
Publicado em: Peoples’ Friendship University of Russia (RUDN University) 2021-12-01
Colecção:Structural Mechanics of Engineering Constructions and Buildings
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Acesso em linha:https://journals.rudn.ru/structural-mechanics/article/viewFile/30916/20663
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