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dc.contributorRodríguez Ferran, Antonio
dc.contributor.authorTamayo Mas, Elena
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Matemàtica Aplicada III
dc.description.abstractIn 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.publisherUniversitat Politècnica de Catalunya
dc.rightsAttribution-NonCommercial-ShareAlike 3.0 Spain
dc.subjectÀrees temàtiques de la UPC::Enginyeria mecànica
dc.subjectÀrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Modelització matemàtica
dc.subject.lcshSoil mechanics
dc.subject.lcshMathematical models
dc.subject.otherNon-local displacements
dc.subject.otherContinuous-discontinuous strategy
dc.subject.otherEnriched finite-elements
dc.titleContinuous-discontinuous models of failure based on non-local displacements
dc.typeMaster thesis
dc.subject.lemacMecànica dels sòls
dc.subject.amsClassificació AMS::74 Mechanics of deformable solids
dc.rights.accessOpen Access
dc.audience.mediatorUniversitat Politècnica de Catalunya. Facultat de Matemàtiques i Estadística

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