Assessing the condition state of a concrete bridge combining visual inspection and nonlinear deterioration model

Author:

Bah Abdoul S.1ORCID,Sanchez Thomas2ORCID,Zhang Yan3,Sasai Kotaro3,Conciatori David1ORCID,Chouinard Luc3ORCID,Power Gabriel J.4,Zufferey Nicolas5

Affiliation:

1. Research Center on Concrete Infrastructure (CRIB), Dept. of Civil and Water Engineering, Université Laval, Québec, Québec, Canada

2. Laboratory of Composite Materials for Construction (LMC2 EA 7427), Lyon 1 University, Villeurbanne, France

3. Centre d’Études Interuniversitaire des Structures sous Charges Extrême (CEISCE), Dept. of Civil Engineering and Applied Mechanics, McGill University, Montreal, Québec, Canada

4. Research Center on Concrete Infrastructure (CRIB), Dept. of Finance, Insurance and Real Estate, Université Laval, Québec, Québec, Canada

5. Geneva School of Economics and Management (GSEM), University of Geneva, Geneva, Switzerland

Funder

Islamic Development Bank

Fonds de recherche du Québec – Nature et technologies

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference53 articles.

1. Supply and Demand System Approach to Development of Bridge Management Strategies

2. Predicting the time to corrosion initiation in reinforced concrete structures exposed to chlorides

3. ASCE. (2021). American Infrastructure Report Card,https://infrastructurereportcard.org/wp-content/uploads/2020/12/Bridges-2021.pdf. Repéré à https://infrastructurereportcard.org/wp-content/uploads/2020/12/Bridges-2021.pdf.

4. Electrical Resistivity of Concrete for Durability Evaluation: A Review

5. Bah, A. S. (2022). Évaluation Multiéchelle de l’État des Réseaux Vieillissants de Ponts Routiers [PhD thesis]. Lavl University, Québec, Canada. https://corpus.ulaval.ca/jspui/bitstream/20.500.11794/72055/1/37758.pdf.

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