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Imperfection modes determining the buckling resistance of pressurized spherical caps

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Imperfection modes determining the buckling resistance of pressurized spherical caps

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Marcinowski, J. (2009). Imperfection modes determining the buckling resistance of pressurized spherical caps. Symposium of the International Association for Shell and Spatial Structures. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/6589.

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Title: Imperfection modes determining the buckling resistance of pressurized spherical caps
Author:
Editor: Domingo Cabo, Alberto Lázaro Fernández, Carlos Manuel
Issued date:
Abstract:
The paper deals with determination of primary bifurcation modes of spherical caps loaded by the external pressure. These modes can be used to generate the worst imperfection modes which are then the basis for the ...[+]
Subjects: Spherical shell , External pressure , Geometrically nonlinear analysis , Finite element method , Equilibrium path , Bifurcation point , Bifurcation mode , Worst imperfection mode , Buckling resistance
Copyrigths: Reserva de todos los derechos
ISBN: 978-84-8363-461-5
Source:
Symposium of the International Association for Shell and Spatial Structures (50th. 2009. Valencia). Evolution and Trends in Design, Analysis and Construction of Shell and Spatial Structures : Proceedings.
Publisher:
Editorial Universitat Politècnica de València
Conference name: Symposium of the International Association for Shell and Spatial Structures
Conference place: Valencia
Conference date: 2009
Description: p. 2547-2556
Type: Comunicación en congreso

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