Analysis of post-tensioned structures by means of a constitutive serial-parallel rule of mixtures

Jiménez Reyes, Sergio

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Jiménez Reyes, Sergio

Tutor / directorBarbu, Lucia Gratiela

; Oller Martínez, Sergio Horacio

Document typeMaster thesis

Date2018-06-14

Rights accessOpen Access

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.

SubjectsFinite element method, Composites, Elements finits, Mètode dels, Materials compostos

URIhttp://hdl.handle.net/2117/124924

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Màsters Oficials - Màster universitari en Enginyeria de Camins, Canals i Ports [472]

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Anexos_Analysis ... res_SergioJimenezReyes.pdf		145,8Kb	PDF	View/Open

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Analysis of post-tensioned structures by means of a constitutive serial-parallel rule of mixtures

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