Applications of the particle finite element method in dam engineering

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To access the full text documents, please follow this link: http://hdl.handle.net/2117/14659

dc.contributor	Universitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria
dc.contributor	Universitat Politècnica de Catalunya. (MC)2 - Grup de Mecànica Computacional en Medis Continus
dc.contributor.author	Salazar, F.
dc.contributor.author	Pozo, D.
dc.contributor.author	Morán Moya, Rafael
dc.contributor.author	Oñate Ibáñez de Navarra, Eugenio
dc.date	2011
dc.identifier.citation	Salazar, F. [et al.]. Applications of the particle finite element method in dam engineering. A: II Int. Conference on Particle-based Method - Fundamentals and Applications. "II Int. Conference on Particle-based Method - Fundamentals and Applications". Barcelona: 2011, p. 1-11.
dc.identifier.uri	http://hdl.handle.net/2117/14659
dc.language.iso	eng
dc.relation	http://congress.cimne.upc.es/particles2011/proceedings/full/p12.pdf
dc.rights	info:eu-repo/semantics/openAccess
dc.subject	Àrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Mètodes en elements finits
dc.subject	Àrees temàtiques de la UPC::Enginyeria civil::Enginyeria hidràulica, marítima i sanitària::Embassaments i preses
dc.subject	Dams -- Design and construction
dc.subject	Finite element method
dc.subject	Erosion
dc.subject	Hydraulics
dc.subject	PFEM
dc.subject	Reservoirs
dc.subject	Spillways
dc.subject	Aeration
dc.subject	Outlets
dc.subject	Landslides
dc.subject	Preses (Enginyeria) -- Elements finits
dc.title	Applications of the particle finite element method in dam engineering
dc.type	info:eu-repo/semantics/publishedVersion
dc.type	info:eu-repo/semantics/conferenceObject
dc.description.abstract	The paper presents the results of the application of the Particle Finite Element Method (PFEM) to the analysis of some of the more complex phenomena related to dam hydraulics: shock waves in spillways, aeration in bottom outlets, and erosion in the downstream river bed. Furthermore, the method has been applied to the study of the consequences of landslides in reservoirs: the wave generation, its propagation, and the affection to the dam.

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