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Updated: Aug 19, 2025

Applicability Analysis of Assessment Methods for Morphological Parameters of Corroded Steel Bars
Published on: November 1, 2018
A probabilistic computational framework for the prediction of corrosion-induced cracking in large structures
Guofeng Qian1, Karnpiwat Tantratian2, Lei Chen2
1Department of Structural Engineering, University of California, San Diego, CA, 92093-0085, USA.
This study introduces a computational framework to predict how corrosion leads to cracks, crucial for structural safety. It integrates advanced modeling with machine learning for real-time corrosion and crack initiation analysis.
Area of Science:
- Materials Science
- Computational Mechanics
- Corrosion Engineering
Background:
- Corrosion significantly reduces structural integrity by initiating cracks.
- Quantitative corrosion assessment and modeling of crack initiation are vital for reliability analysis.
- Existing models often lack the integration of complex electro-chemo-mechanical interactions and predictive capabilities.
Purpose of the Study:
- To develop a probabilistic computational analysis framework for predicting corrosion-induced crack initiation.
- To integrate phase-field modeling, machine learning, and uncertainty quantification for a comprehensive approach.
- To enable real-time prediction of corrosion morphology and crack initiation behavior.
Main Methods:
- An electro-chemo-mechanical phase-field model was adapted to simulate pitting corrosion, coupling stress with electrode chemical potential.
- A morphology-based crack initiation criterion was developed to quantify pit-to-cracking transitions.
- A spatiotemporal surrogate modeling approach using Convolutional Neural Networks (CNN) and Gaussian Process regression with a NARX architecture was implemented.
Main Results:
- The framework enables real-time prediction of corrosion morphology evolution.
- It accurately predicts crack initiation timing, location, and likelihood.
- Uncertainty quantification is integrated, providing probabilistic insights into structural reliability.
Conclusions:
- The proposed framework offers a robust method for assessing corrosion-induced structural damage.
- It facilitates model-based reliability analysis under various stress and corrosion conditions.
- This approach enhances the prediction of material degradation and structural failure.
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