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

Jiménez Reyes, Sergio

View/Open

Memoria_AnalysisOfPostTensionedStructuresByMeansOfAConstitutiveSerialParallelRuleOfMixtures_SergioJimenezReyes.pdf (23,43Mb)

Anexos_AnalysisOfPostTensionedStructuresByMeansOfAConstitutiveSerialParallelRuleOfMixtures_SergioJimenezReyes.pdf (145,8Kb)

View Usage Statistics

Show full item record

Jiménez Reyes, Sergio

Tutor / director / evaluatorBarbu, 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

Collections

Màsters Oficials - Màster universitari en Enginyeria de Camins, Canals i Ports [397]

View Usage Statistics

Show full item record

Files	Description	Size	Format	View
Memoria_Analysi ... res_SergioJimenezReyes.pdf		23,43Mb	PDF	View/Open
Anexos_Analysis ... res_SergioJimenezReyes.pdf		145,8Kb	PDF	View/Open

All rights reserved. This work is protected by the corresponding intellectual and industrial property rights. Without prejudice to any existing legal exemptions, reproduction, distribution, public communication or transformation of this work are prohibited without permission of the copyright holder

UPCommons. Global access to UPC knowledge