Para acceder a los documentos con el texto completo, por favor, siga el siguiente enlace: http://hdl.handle.net/2117/103924

Reliability-based approach to the robustness of corroded reinforced concrete structures
Cavaco, E. S.; Neves, Luís A.C; Casas Rius, Joan Ramon
Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental; Universitat Politècnica de Catalunya. EC - Enginyeria de la Construcció
This is the peer reviewed version of the following article: [Cavaco ES, Neves LAC and Casas JR. Reliability-based approach to the robustness of corroded reinforced concrete structures. Structural Concrete. 2017;18:316–325. https://doi.org/10.1002/suco.201600084], which has been published in final form at http://onlinelibrary.wiley.com/doi/10.1002/suco.201600084/abstract. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-Archiving.
Currently, decisions on the maintenance and repair of infrastructural assets, structures in particular, are mostly based on the results of inspections and the resulting condition index, neglecting system robustness and therefore not making optimal use of the limited funds available. This paper presents a definition and a measure of structural robustness in the context of deteriorating structures which are compatible with asset management systems for optimal maintenance and repair planning. The proposed index is used to define the robustness of existing reinforced concrete (RC) structures to rebar corrosion. Structural performance and the corresponding reliability index are assessed using combined advanced reliability and structural analysis techniques. Structural analysis explicitly includes deterioration mechanisms resulting from corrosion, such as reinforcement area reduction, concrete cracking, and bond deterioration. The first-order reliability method, combined with a response surface algorithm, is used to compute the reliability index for a wide range of different corrosion levels, resulting in a fragility curve. Finally, structural robustness is computed and discussed based on the results obtained. A robustness comparison of different structures can then be used to determine structural types more tolerant to corrosion and these results used for planning maintenance and repairs.
Peer Reviewed
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
Reinforced concrete construction--Reliability
Reinforced concrete--Corrosion
Robustness
Reliability
Damage
Reinforced Concrete
Corrosion
Formigó armat -- Corrosió
info:eu-repo/semantics/submittedVersion
Artículo
         

Mostrar el registro completo del ítem

Documentos relacionados

Otros documentos del mismo autor/a

Cavaco, E. S.; Casas Rius, Joan Ramon; Neves, Luís A.C
Cavaco, E. S.; Neves, L. A. C.; Casas Rius, Joan Ramon; Huespe, Alfredo Edmundo
Cavaco, E. S.; Neves, L. A. C.; Gonçalves, Rui; Casas Rius, Joan Ramon