Model-based reinforcement corrosion prediction: Continuous calibration with Bayesian optimization and corrosion wire sensor data
A. Potnis, M. Macier, T. Leusmann, D. Anton, H. Wessels, D. Lowke

TL;DR
This paper compares physics-based and neural network models for predicting chloride migration in reinforced concrete, calibrated with sensor data, highlighting their respective advantages in transparency and flexibility.
Contribution
It introduces a combined approach using Bayesian calibration with sensor data to improve chloride migration predictions, comparing physics-based and neural network models.
Findings
Physics-based model offers better interpretability.
Neural network model provides greater flexibility.
Calibrated models improve prediction accuracy.
Abstract
Chloride-induced corrosion significantly contributes to the degradation of reinforced concrete structures, making accurate predictions of chloride migration and its effects on material durability critical. This paper explores two modeling approaches to estimate the effective diffusion coefficient for chloride transport. The first approach follows Gehlen's interpretable diffusion model, which is based on established physical principles and incorporates time and temperature dependencies in predicting chloride migration. The second approach is a neural network-based method, where the neural network approximates the effective diffusion coefficient. In a subsequent step, the calibrated models are used to predict the penetration depth of the critical chloride content, taking into account the uncertainty in the critical chloride content. The models are calibrated using experimental data…
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Taxonomy
TopicsNon-Destructive Testing Techniques · Concrete Corrosion and Durability · Structural Integrity and Reliability Analysis
