- -

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

RiuNet: Institutional repository of the Polithecnic University of Valencia

Share/Send to

Cited by

Statistics

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

Show full item record

Mosquera, JC.; Garcia-Palacios, J.; Samartin, A. (2009). A large displacement structural analysis of a pipeline subjected to gravity and bouyancy forces. Symposium of the International Association for Shell and Spatial Structures. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/6540.

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/6540

Files in this item

Item Metadata

Title: A large displacement structural analysis of a pipeline subjected to gravity and bouyancy forces
Author:
Editor: Domingo Cabo, Alberto Lázaro Fernández, Carlos Manuel
Issued date:
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, ...[+]
Subjects: Geometrically nonlinear structures , Large displacements , Follower forces , Hydro-static actions
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. 489-508
Type: Comunicación en congreso

This item appears in the following Collection(s)

Show full item record