Modeling serviceability performance and ultimate capacity of corroded reinforced and prestressed concrete structures

Corrosion reduces the area of reinforcement steel, affects its mechanical properties, the bond properties, and produces concrete cracking. Thus, reduction of the bearing capacity and stiffness, increments of deflections and redistribution of stresses and internal forces, in statically indeterminate...

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Detalles Bibliográficos
Autores: Marí Bernat, Antonio Ricardo|||0000-0002-0994-0715, Bairán García, Jesús Miguel|||0000-0003-2831-1479, Oller Ibars, Eva|||0000-0002-0845-3587, Duarte Gómez, Noemí|||0000-0002-4542-8487
Tipo de recurso: artículo
Fecha de publicación:2021
País:España
Institución:Universitat Politècnica de Catalunya (UPC)
Repositorio:UPCommons. Portal del coneixement obert de la UPC
Idioma:inglés
OAI Identifier:oai:upcommons.upc.edu:2117/346903
Acceso en línea:https://hdl.handle.net/2117/346903
https://dx.doi.org/10.1002/suco.202100159
Access Level:acceso abierto
Palabra clave:Reinforced concrete--Corrosion
Assessment
Corrosion
Numerical modeling
Prestressed concrete
Reinforced concrete
Strengthening
Structures
Formigó armat -- Corrosió
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
Descripción
Sumario:Corrosion reduces the area of reinforcement steel, affects its mechanical properties, the bond properties, and produces concrete cracking. Thus, reduction of the bearing capacity and stiffness, increments of deflections and redistribution of stresses and internal forces, in statically indeterminate structures, take place. In addition, the efficiency of strengthening systems of corroded structures depends on their state of stresses, strains and damage previously to strengthening. In this paper, a nonlinear and time dependent step by step analysis model for reinforced and prestressed concrete frames is presented. The model is capable of capturing the structural effects of corrosion and the effects of strengthening interventions, necessary to adequately assess corroded and strengthened structures. Several cases of corroded and strengthened structures are analyzed and the results discussed.