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Analysis of post-tensioned structures by means of a constitutive serial-parallel rule of mixtures
dc.contributor | Barbu, Lucia Gratiela |
dc.contributor | Oller Martínez, Sergio Horacio |
dc.contributor.author | Jiménez Reyes, Sergio |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental |
dc.date.accessioned | 2018-11-22T12:42:10Z |
dc.date.available | 2018-11-22T12:42:10Z |
dc.date.issued | 2018-06-14 |
dc.identifier.uri | http://hdl.handle.net/2117/124924 |
dc.description.abstract | The 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.iso | eng |
dc.publisher | Universitat Politècnica de Catalunya |
dc.subject | Àrees temàtiques de la UPC::Enginyeria civil |
dc.subject.lcsh | Finite element method |
dc.subject.lcsh | Composites |
dc.subject.other | post-tensioned |
dc.subject.other | composites |
dc.subject.other | serial-parallel rule of mixtures |
dc.subject.other | containment reactor building |
dc.title | Analysis of post-tensioned structures by means of a constitutive serial-parallel rule of mixtures |
dc.type | Master thesis |
dc.subject.lemac | Elements finits, Mètode dels |
dc.subject.lemac | Materials compostos |
dc.identifier.slug | PRISMA-131674 |
dc.rights.access | Open Access |
dc.date.updated | 2018-07-18T18:14:15Z |
dc.audience.educationlevel | Màster |
dc.audience.mediator | Escola Tècnica Superior d'Enginyers de Camins, Canals i Ports de Barcelona |