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A risk-oriented degradation model for maintenance of reinforced concrete structure subjected to cracking

Authors :
Bruno Castanier
Thomas Yeung
Franck Schoefs
Boutros El Hajj
Institut de Recherche en Génie Civil et Mécanique (GeM)
Université de Nantes - UFR des Sciences et des Techniques (UN UFR ST)
Université de Nantes (UN)-Université de Nantes (UN)-École Centrale de Nantes (ECN)-Centre National de la Recherche Scientifique (CNRS)
Laboratoire Angevin de Recherche en Ingénierie des Systèmes (LARIS)
Université d'Angers (UA)
Source :
Proceedings of the Institution of Mechanical Engineers, Part O: Journal of Risk and Reliability, Proceedings of the Institution of Mechanical Engineers, Part O: Journal of Risk and Reliability, SAGE Publications, 2016, 230 (5), pp.521-530. ⟨10.1177/1748006X16655006⟩
Publication Year :
2016
Publisher :
SAGE Publications, 2016.

Abstract

International audience; This article is within the context of decision models aimed for maintenance of structures and infrastructures in civil engineering. The contribution relies on the construction of a degradation model oriented toward risk analysis. The proposed model can be defined as a meta-model in the sense that it is based on observations while incorporating key features from the degradation process necessary for the maintenance decision. We propose to stimulate the construction of the degradation model based on the crack propagation of a submerged reinforced concrete structure subject to chloride-induced corrosion. Furthermore, a set of numerical illustrations is performed to demonstrate the advantages and applicability of the proposed approach in risk management and maintenance contexts.

Details

ISSN :
17480078 and 1748006X
Volume :
230
Database :
OpenAIRE
Journal :
Proceedings of the Institution of Mechanical Engineers, Part O: Journal of Risk and Reliability
Accession number :
edsair.doi.dedup.....6eb935c3941b6dd77de1df7b6ab6186c
Full Text :
https://doi.org/10.1177/1748006x16655006