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dc.contributor.authorLabra, Carlos
dc.contributor.authorOñate Ibáñez de Navarra, Eugenio
dc.contributor.authorZárate Araiza, José Francisco
dc.contributor.authorRojek, Jerzy
dc.date.accessioned2020-05-28T11:19:02Z
dc.date.available2020-05-28T11:19:02Z
dc.date.issued2011
dc.identifier.isbn978-84-89925-67-0
dc.identifier.urihttp://hdl.handle.net/2117/189358
dc.description.abstractWe present a new computational model for predicting the effect of blast loading on structures. The model is based in the adaptive coupling of the finite element method (FEM) and the discrete element method (DEM) for the accurate reproduction of multifracturing and failure of structures under blast loading. In the paper we briefly describe the basis of the coupled DEM/FEM technology and demonstrate its efficiency in its application to the study of the effect of blast loading on a masonry wall, a masonry tunnel and a double curvature dam.
dc.format.extent9 p.
dc.language.isoeng
dc.publisherCIMNE
dc.subjectÀrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Mètodes en elements finits
dc.subject.lcshFinite element method
dc.subject.lcshComputational methods in mechanics
dc.subject.lcshParticle methods (Numerical analysis)
dc.subject.otherBlasting, Discrete elements, Finite elements, Coupling
dc.titleModelling and simulation of the effect of blast loading on structures using an adaptive blending of discrete and finite element methods
dc.typeConference report
dc.subject.lemacElements finits, Mètode dels
dc.rights.accessOpen Access
local.citation.contributorPARTICLES II
local.citation.publicationNamePARTICLES II : proceedings of the II International Conference on Particle-Based Methods : fundamentals and applications
local.citation.startingPage457
local.citation.endingPage465


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