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A probabilistic computational framework for the prediction of corrosion-induced cracking in large structures

Corrosion can initiate cracking that leads to structural integrity reduction. Quantitative corrosion assessment is challenging, and the modeling of corrosion-induced crack initiation is essential for model-based corrosion reliability analysis of various structures. This paper proposes a probabilisti...

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Autores principales: Qian, Guofeng, Tantratian, Karnpiwat, Chen, Lei, Hu, Zhen, Todd, Michael D.
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Nature Publishing Group UK 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9719520/
https://www.ncbi.nlm.nih.gov/pubmed/36463263
http://dx.doi.org/10.1038/s41598-022-25477-8
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author Qian, Guofeng
Tantratian, Karnpiwat
Chen, Lei
Hu, Zhen
Todd, Michael D.
author_facet Qian, Guofeng
Tantratian, Karnpiwat
Chen, Lei
Hu, Zhen
Todd, Michael D.
author_sort Qian, Guofeng
collection PubMed
description Corrosion can initiate cracking that leads to structural integrity reduction. Quantitative corrosion assessment is challenging, and the modeling of corrosion-induced crack initiation is essential for model-based corrosion reliability analysis of various structures. This paper proposes a probabilistic computational analysis framework for corrosion-to-crack transitions by integrating a phase-field model with machine learning and uncertainty quantification. An electro-chemo-mechanical phase-field model is modified to predict pitting corrosion evolution, in which stress is properly coupled into the electrode chemical potential. A crack initiation criterion based on morphology is proposed to quantify the pit-to-cracking transition. A spatiotemporal surrogate modeling method is developed to facilitate this, consisting of a Convolution Neural Network (CNN) to map corrosion morphology to latent spaces, and a Gaussian Process regression model with a nonlinear autoregressive exogenous model (NARX) architecture for prediction of corrosion dynamics in the latent space over time. It enables the real-time prediction of corrosion morphology and crack initiation behaviors (whether, when, and where the corrosion damage triggers the crack initiation), and thus makes it possible for probabilistic analysis, with uncertainty quantified. Examples at various stress and corrosion conditions are presented to demonstrate the proposed computational framework.
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spelling pubmed-97195202022-12-05 A probabilistic computational framework for the prediction of corrosion-induced cracking in large structures Qian, Guofeng Tantratian, Karnpiwat Chen, Lei Hu, Zhen Todd, Michael D. Sci Rep Article Corrosion can initiate cracking that leads to structural integrity reduction. Quantitative corrosion assessment is challenging, and the modeling of corrosion-induced crack initiation is essential for model-based corrosion reliability analysis of various structures. This paper proposes a probabilistic computational analysis framework for corrosion-to-crack transitions by integrating a phase-field model with machine learning and uncertainty quantification. An electro-chemo-mechanical phase-field model is modified to predict pitting corrosion evolution, in which stress is properly coupled into the electrode chemical potential. A crack initiation criterion based on morphology is proposed to quantify the pit-to-cracking transition. A spatiotemporal surrogate modeling method is developed to facilitate this, consisting of a Convolution Neural Network (CNN) to map corrosion morphology to latent spaces, and a Gaussian Process regression model with a nonlinear autoregressive exogenous model (NARX) architecture for prediction of corrosion dynamics in the latent space over time. It enables the real-time prediction of corrosion morphology and crack initiation behaviors (whether, when, and where the corrosion damage triggers the crack initiation), and thus makes it possible for probabilistic analysis, with uncertainty quantified. Examples at various stress and corrosion conditions are presented to demonstrate the proposed computational framework. Nature Publishing Group UK 2022-12-03 /pmc/articles/PMC9719520/ /pubmed/36463263 http://dx.doi.org/10.1038/s41598-022-25477-8 Text en © The Author(s) 2022 https://creativecommons.org/licenses/by/4.0/Open Access This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article's Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article's Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/ (https://creativecommons.org/licenses/by/4.0/) .
spellingShingle Article
Qian, Guofeng
Tantratian, Karnpiwat
Chen, Lei
Hu, Zhen
Todd, Michael D.
A probabilistic computational framework for the prediction of corrosion-induced cracking in large structures
title A probabilistic computational framework for the prediction of corrosion-induced cracking in large structures
title_full A probabilistic computational framework for the prediction of corrosion-induced cracking in large structures
title_fullStr A probabilistic computational framework for the prediction of corrosion-induced cracking in large structures
title_full_unstemmed A probabilistic computational framework for the prediction of corrosion-induced cracking in large structures
title_short A probabilistic computational framework for the prediction of corrosion-induced cracking in large structures
title_sort probabilistic computational framework for the prediction of corrosion-induced cracking in large structures
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9719520/
https://www.ncbi.nlm.nih.gov/pubmed/36463263
http://dx.doi.org/10.1038/s41598-022-25477-8
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