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dc.contributorBarbu, Lucia Gratiela
dc.contributorOller Martínez, Sergio Horacio
dc.contributor.authorJiménez Reyes, Sergio
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2018-11-22T12:42:10Z
dc.date.available2018-11-22T12:42:10Z
dc.date.issued2018-06-14
dc.identifier.urihttp://hdl.handle.net/2117/124924
dc.description.abstractThe main purpose is to test a reliable method based on a three-dimensional (3D) finite-element (FE) model to simulate the constitutive behavior of reinforced concrete structures strengthened with post-tensioned tendons. Large scale 3D FE models will be used, where the nonlinear material behavior and geometrical analysis based on incremental iterative load methods will be adopted.
dc.language.isoeng
dc.publisherUniversitat Politècnica de Catalunya
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil
dc.subject.lcshFinite element method
dc.subject.lcshComposites
dc.subject.otherpost-tensioned
dc.subject.othercomposites
dc.subject.otherserial-parallel rule of mixtures
dc.subject.othercontainment reactor building
dc.titleAnalysis of post-tensioned structures by means of a constitutive serial-parallel rule of mixtures
dc.typeMaster thesis
dc.subject.lemacElements finits, Mètode dels
dc.subject.lemacMaterials compostos
dc.identifier.slugPRISMA-131674
dc.rights.accessOpen Access
dc.date.updated2018-07-18T18:14:15Z
dc.audience.educationlevelMàster
dc.audience.mediatorEscola Tècnica Superior d'Enginyers de Camins, Canals i Ports de Barcelona


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