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Eccentric discharge buckling of a very slender silo

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Eccentric discharge buckling of a very slender silo

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Sadowski, AJ.; Rotter, JM. (2009). Eccentric discharge buckling of a very slender silo. Symposium of the International Association for Shell and Spatial Structures. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/6590.

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Title: Eccentric discharge buckling of a very slender silo
Author:
Editor: Domingo Cabo, Alberto Lázaro Fernández, Carlos Manuel
Issued date:
Abstract:
Metal silos used to store granular solids often take the form of a cylindrical shell with an aspect ratio in the range 2 < H/D < 6. It has long been recognized that the most serious load case for silos is the condition ...[+]
Subjects: Thin shell structures , Solids flow , Structural stability , Nonlinear moputer analysis , Shell buckling
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. 2557-2568
Type: Comunicación en congreso

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