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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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dc.contributor.author MARCINOWSKI, Jakub
dc.contributor.editor Domingo Cabo, Alberto es_ES
dc.contributor.editor Lázaro Fernández, Carlos Manuel es_ES
dc.date.accessioned 2009-12-11T22:38:54Z
dc.date.available 2009-12-11T22:38:54Z
dc.date.issued 2009-12-11T22:38:54Z
dc.identifier.isbn 978-84-8363-461-5
dc.identifier.uri http://hdl.handle.net/10251/6589
dc.description p. 2547-2556 en_EN
dc.description.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 determination of the lowest critical pressure of slender, elastic shells. A program developed by the author and based on the finite element method was used in the numerical examples presented herein. The buckling mode strongly depends on the semi-angle of a cap and the R/t ratio. en_EN
dc.language Inglés en_EN
dc.publisher Editorial Universitat Politècnica de València es_ES
dc.relation.ispartof 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 en_EN
dc.rights Reserva de todos los derechos en_EN
dc.subject Spherical shell en_EN
dc.subject External pressure en_EN
dc.subject Geometrically nonlinear analysis en_EN
dc.subject Finite element method en_EN
dc.subject Equilibrium path en_EN
dc.subject Bifurcation point en_EN
dc.subject Bifurcation mode en_EN
dc.subject Worst imperfection mode en_EN
dc.subject Buckling resistance en_EN
dc.title Imperfection modes determining the buckling resistance of pressurized spherical caps en_EN
dc.type Comunicación en congreso en_EN
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Marcinowski, J. (2009). Imperfection modes determining the buckling resistance of pressurized spherical caps. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/6589 es_ES
dc.relation.conferencename Symposium of the International Association for Shell and Spatial Structures es_ES
dc.relation.conferencedate 2009 es_ES
dc.relation.conferenceplace Valencia es_ES


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