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A large displacement structural analysis of a pipeline subjected to gravity and bouyancy forces

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A large displacement structural analysis of a pipeline subjected to gravity and bouyancy forces

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dc.contributor.author MOSQUERA, J. C.
dc.contributor.author GARCIA-PALACIOS, J.
dc.contributor.author SAMARTIN, A
dc.contributor.editor Domingo Cabo, Alberto es_ES
dc.contributor.editor Lázaro Fernández, Carlos Manuel es_ES
dc.date.accessioned 2009-12-01T08:27:14Z
dc.date.available 2009-12-01T08:27:14Z
dc.date.issued 2009-12-01T08:27:14Z
dc.identifier.isbn 978-84-8363-461-5
dc.identifier.uri http://hdl.handle.net/10251/6540
dc.description p. 489-508 en_EN
dc.description.abstract A nonlinear analysis of an elastic tube subjected to gravity forces and buoyancy pressure is carried out. An update lagrangian formulation is used. The structural analysis efficiency in terms of computer time and accuracy, has been improved when load stiffness matrices have been introduced. In this way the follower forces characteristics such as their intensity and direction changes can be well represented. A sensitivity study of different involved variables on the final deformed pipeline shape is carried out. 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 Geometrically nonlinear structures en_EN
dc.subject Large displacements en_EN
dc.subject Follower forces en_EN
dc.subject Hydro-static actions en_EN
dc.title A large displacement structural analysis of a pipeline subjected to gravity and bouyancy forces en_EN
dc.type Comunicación en congreso en_EN
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Mosquera, JC.; Garcia-Palacios, J.; Samartin, A. (2009). A large displacement structural analysis of a pipeline subjected to gravity and bouyancy forces. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/6540 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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