This paper discusses the need for reliable and valid multi-scale and multi-physics prediction models to support the design of new as well as the assessment, maintenance, and repair of existing reinforced concrete structures. A multi-physics and multi-scale deterioration model for chloride-induced corrosion of reinforced concrete has been established. Ongoing work includes extension of the model to 3D as well as modelling of the impact of the steel-concrete interface characteristics and electrochemical potential on chloride thresholds. Identified challenges include, among others, the improved understanding and modelling of single- and multi-deterioration mechanisms, environmental exposure, and data for validation. We envision that next generation maintenance and management of reinforced concrete infrastructure will combine numerical simulations based on multi-scale and multi-physics principles and extensive in-situ monitoring, allowing continuous Bayesian updating of 4D simulations of functional performance.
CITATION STYLE
Geiker, M. R., Michel, A., Lepech, M. D., Wu, J., & Stang, H. (2017). Multi-scale and multi-physics deterioration modelling for design and assessment of reinforced concrete structures. RILEM Technical Letters, 2, 119–128. https://doi.org/10.21809/rilemtechlett.2017.49
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