Data-driven dynamic mode decomposition framework for spatio-temporal prediction of concrete chloride ingress
Loading...
Files
Date
Authors
Advisor
Referee
Mark
Journal Title
Journal ISSN
Volume Title
Publisher
Altmetrics
Abstract
Prediction of concrete chloride ingress under varying environmental conditions is computationally demanding, particularly when mesostructural effects are considered. Uncertainties in service history and material properties further limit conventional models. This study develops a data-driven dynamic mode decomposition framework for efficient prediction. It decomposes spatio-temporal chloride concentration data into eigenmodes with temporal coefficients for accurate reconstruction and extrapolation. Its performance is demonstrated under constant, annual cyclic, and multi-frequency boundary conditions. The reduced-order representation cuts data storage by over 99% and enhances computational efficiency by over 91%. Sensitivity analyses indicate higher accuracy when input data are collected after long-term chloride ingress and covers sufficient boundary cycles. Linear transformations of surface concentration fluctuations can be directly mapped to temporal coefficients of corresponding oscillatory modes. An analytical model expressing chloride profiles as an explicit function of depth and time is derived, applicable to all scenarios predictable by the proposed method.
Prediction of concrete chloride ingress under varying environmental conditions is computationally demanding, particularly when mesostructural effects are considered. Uncertainties in service history and material properties further limit conventional models. This study develops a data-driven dynamic mode decomposition framework for efficient prediction. It decomposes spatio-temporal chloride concentration data into eigenmodes with temporal coefficients for accurate reconstruction and extrapolation. Its performance is demonstrated under constant, annual cyclic, and multi-frequency boundary conditions. The reduced-order representation cuts data storage by over 99% and enhances computational efficiency by over 91%. Sensitivity analyses indicate higher accuracy when input data are collected after long-term chloride ingress and covers sufficient boundary cycles. Linear transformations of surface concentration fluctuations can be directly mapped to temporal coefficients of corresponding oscillatory modes. An analytical model expressing chloride profiles as an explicit function of depth and time is derived, applicable to all scenarios predictable by the proposed method.
Prediction of concrete chloride ingress under varying environmental conditions is computationally demanding, particularly when mesostructural effects are considered. Uncertainties in service history and material properties further limit conventional models. This study develops a data-driven dynamic mode decomposition framework for efficient prediction. It decomposes spatio-temporal chloride concentration data into eigenmodes with temporal coefficients for accurate reconstruction and extrapolation. Its performance is demonstrated under constant, annual cyclic, and multi-frequency boundary conditions. The reduced-order representation cuts data storage by over 99% and enhances computational efficiency by over 91%. Sensitivity analyses indicate higher accuracy when input data are collected after long-term chloride ingress and covers sufficient boundary cycles. Linear transformations of surface concentration fluctuations can be directly mapped to temporal coefficients of corresponding oscillatory modes. An analytical model expressing chloride profiles as an explicit function of depth and time is derived, applicable to all scenarios predictable by the proposed method.
Description
Citation
Computer-Aided Civil and Infrastructure Engineering. 2025, vol. 40, issue 31, p. 6305-6323.
https://onlinelibrary.wiley.com/doi/epdf/10.1111/mice.70161
https://onlinelibrary.wiley.com/doi/epdf/10.1111/mice.70161
Document type
Peer-reviewed
Document version
Published version
Date of access to the full text
Language of document
en
Study field
Comittee
Date of acceptance
Defence
Result of defence
Collections
Endorsement
Review
Supplemented By
Referenced By
Creative Commons license
Except where otherwised noted, this item's license is described as Creative Commons Attribution 4.0 International

0000-0001-5360-2492 