Effectiveness of Multi-Physics Numerical Model in Simulating Accelerated Corrosion with Spatial and Temporal Non Uniformity
Shanmukha Shetty, Sauvik Banerjee, Siddharth Tallur, Yogesh M. Desai

TL;DR
This paper presents a multi-physics finite element model that accurately simulates non-uniform accelerated corrosion in reinforced concrete, with potential extensions to monitor natural corrosion processes in real time.
Contribution
The study introduces a novel multi-physics FE model that accounts for spatial and temporal non-uniformity in corrosion, moving beyond classical uniform assumptions and enabling real-time, non-destructive monitoring.
Findings
Model validated with experimental accelerated corrosion setup.
Continuous pore saturation monitoring correlates with electrolyte conductivity.
Model effectively simulates non-uniform, time-dependent corrosion mass loss.
Abstract
This study is motivated by the need to develop an efficient numerical model to simulate non-uniform interfacial degradation of reinforcing steel in concrete in an accelerated corrosion setup. In this study, a multi physics finite element (FE) model is presented that takes into consideration the spatial and temporal non uniformity of corrosion induced degradation in rebar, and eliminates the assumption of uniform mass loss and its linear variation with time as per available literature that uses classical approach of Faraday's law. The model is validated experimentally with accelerated corrosion setup designed to induce partial corrosion. Further, the possibility of extending this model to monitor natural corrosion is discussed with required modifications. Unlike previous studies, pore saturation (PS) is continuously monitored and its existing experimental correlations with electrolyte…
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Taxonomy
TopicsConcrete Corrosion and Durability · Corrosion Behavior and Inhibition · Infrastructure Maintenance and Monitoring
