dc.contributor Rodríguez Ferran, Antonio dc.contributor.author Tamayo Mas, Elena dc.contributor.other Universitat Politècnica de Catalunya. Departament de Matemàtica Aplicada III dc.date.accessioned 2009-06-11T10:21:11Z dc.date.available 2009-06-11T10:21:11Z dc.date.issued 2009-01 dc.identifier.uri http://hdl.handle.net/2099.1/7000 dc.description.abstract In this work, a new continuous-discontinuous approach is presented. This new technique is based on a non-local model (such as continuum damage or plasticity) based on non- local displacements. On the one hand, this work deals with the continuous analysis. Although the aim is to develop a technique useful with any underlying continuous model, only the damage model has been used until now. The goal is to analyse the regularisation capabilities of the non-local damage model with 2D elements. Therefore, the implementation of this model is carried out. On the other hand, the discontinuous technique is presented. dc.language.iso eng dc.publisher Universitat Politècnica de Catalunya dc.rights Attribution-NonCommercial-ShareAlike 3.0 Spain dc.rights.uri http://creativecommons.org/licenses/by-nc-sa/3.0/es/ dc.subject Àrees temàtiques de la UPC::Enginyeria mecànica dc.subject Àrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Modelització matemàtica dc.subject.lcsh Soil mechanics dc.subject.lcsh Mathematical models dc.subject.other Non-local displacements dc.subject.other Continuous-discontinuous strategy dc.subject.other Enriched finite-elements dc.title Continuous-discontinuous models of failure based on non-local displacements dc.type Master thesis dc.subject.lemac Mecànica dels sòls dc.subject.lemac Geodinàmica dc.subject.ams Classificació AMS::74 Mechanics of deformable solids dc.rights.access Open Access dc.audience.educationlevel Màster dc.audience.mediator Universitat Politècnica de Catalunya. Facultat de Matemàtiques i Estadística dc.audience.degree MÀSTER UNIVERSITARI EN MATEMÀTICA APLICADA (Pla 2009)
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