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Modeling the chloride transport in concrete from microstructure generation to chloride diffusivity prediction

Tong, Liang‐yu; Liu, Qing‐feng; Xiong, Qingxiang; Meng, Zhaozheng; Amiri, Ouali; Zhang, Mingzhong; (2024) Modeling the chloride transport in concrete from microstructure generation to chloride diffusivity prediction. Computer-Aided Civil and Infrastructure Engineering 10.1111/mice.13331. (In press). Green open access

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Abstract

Pore structure characteristics of cementitious materials play a critical role in the transport properties of concrete structures. This paper develops a novel framework for modeling chloride penetration in concrete, considering the pore structure-dependent model parameters. In the framework, a multi-scale transport model was derived by linking the chloride diffusivities with pore size distributions (PSDs). Based on the three-dimensional (3D) microstructure generated by “porous growth” and “hard core-soft shell” methods, two sub-models were computationally developed for determining the multi-modal PSDs and pore size-related chloride diffusivities. The predicted results by these series of models were compared with corresponding experimental data. The results indicated that by adopting pore size-related diffusivities, even if the total porosities were the same, the proposed multi-scale chloride transport model could better capture the effect of different PSDs on chloride penetration profiles, while the model without pore structure-depended parameters would ignore the differences. Compared with the reference transport models, which adopt averaged chloride diffusivities, the chloride penetration depths predicted by the proposed multi-scale model are in better agreement with experimental data, with 10%–25% reduced prediction error. This multi-scale transport model is hoped to provide a novel computational approach on 3D microstructure generation and better reveal the underlying mechanism of the chloride penetration process in concrete from a microscopic perspective.

Type: Article
Title: Modeling the chloride transport in concrete from microstructure generation to chloride diffusivity prediction
Open access status: An open access version is available from UCL Discovery
DOI: 10.1111/mice.13331
Publisher version: http://dx.doi.org/10.1111/mice.13331
Language: English
Additional information: Copyright © 2024 The Author(s). Computer-Aided Civil and Infrastructure Engineering published by Wiley Periodicals LLC on behalf of Editor. This is an open access article under the terms of the Creative Commons Attribution License, https://creativecommons.org/licenses/by/4.0/, which permits use, distribution and reproduction in any medium, provided the original work is properly cited.
UCL classification: UCL
UCL > Provost and Vice Provost Offices > UCL BEAMS
UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science > Dept of Civil, Environ and Geomatic Eng
URI: https://discovery.ucl.ac.uk/id/eprint/10196505
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