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Silos with stepped wall thickness on local supports

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Silos with stepped wall thickness on local supports

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dc.contributor.author KNOEDEL, Peter
dc.contributor.author UMMERNHOFER, Thomas
dc.contributor.editor Domingo Cabo, Alberto es_ES
dc.contributor.editor Lázaro Fernández, Carlos Manuel es_ES
dc.date.accessioned 2009-12-11T22:39:55Z
dc.date.available 2009-12-11T22:39:55Z
dc.date.issued 2009-12-11T22:39:55Z
dc.identifier.isbn 978-84-8363-461-5
dc.identifier.uri http://hdl.handle.net/10251/6592
dc.description p. 2577-2589 en_EN
dc.description.abstract Some years ago the authors presented an engineering model for the design of cylindrical shells with uniform wall thickness on local supports [4], based on a concept of effective width. In the meantime this model has been improved for the application of silo design. In this paper numerical studies are presented. The stress field is described which originates from the local support at the bottom of a silo and widens towards the top of the silo. This information helps the engineer to design silos with stepped wall thickness under local loads. Special consideration is given to the hopper junction where additional circumferential stiffness is provided which improves the spreading of the local load. 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 Elevated silo en_EN
dc.subject Cylindrical shell structure en_EN
dc.subject Shell stability en_EN
dc.subject Local supports en_EN
dc.subject Effective width en_EN
dc.title Silos with stepped wall thickness on local supports en_EN
dc.type Comunicación en congreso en_EN
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Knoedel, P.; Ummernhofer, T. (2009). Silos with stepped wall thickness on local supports. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/6592 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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