Technical Papers
Jul 8, 2021

Numerical Scheme for Predicting Chloride Diffusivity of Concrete

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 9

Abstract

Owing to the lack of research for evaluating the effect of the aggregate profile on the chloride diffusivity of concrete, this paper presents a numerical scheme for predicting the chloride diffusivity of concrete with practical aggregates. Using Fourier series, practical aggregate models consisting of pixels are established. A computer simulation of the mesostructure of concrete with established aggregates is performed. A random-walk simulation for digitized media is introduced to solve the diffusion equation of chloride ions, and the chloride diffusivity of concrete is determined. To ensure both the simulation accuracy and the operating efficiency of the computer, the first-passage radius and the numbers of random walkers are determined. The accuracy of the numerical scheme is verified via a comparison with experimental results. Finally, the impact factors, e.g., the interfacial transition zone (ITZ) thickness and the aggregate content, shape, angularity, and surface texture, are quantitatively evaluated. The simulation results indicate that the chloride diffusivity is significantly affected by the ITZ thickness, aggregate content, and aggregate shape but is hardly affected by the angularity and surface texture of the aggregate.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

Financial support from the Talent Project of Jiyang College of Zhejiang Agriculture and Forestry University (Grant No. RQ1911B06), the National Natural Science Foundation (Grant Nos. 51879229 and 51878615), the Production and Construction Group’s Programs for Science and Technology Development (2019AB016), and the Zhejiang Basic Public Welfare Research Program (Grant No. LGF19E080014) of the People’s Republic of China is gratefully acknowledged.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 9September 2021

History

Received: Sep 4, 2020
Accepted: Feb 10, 2021
Published online: Jul 8, 2021
Published in print: Sep 1, 2021
Discussion open until: Dec 8, 2021

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Authors

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Hailong Wang
Professor, School of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, PR China.
Zhiwei Chen
Master’s Student, School of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, PR China.
Lecturer, Jiyang College, Zhejiang Agriculture and Forestry Univ., Zhuji 311800, PR China (corresponding author). ORCID: https://orcid.org/0000-0001-8432-0068. Email: [email protected]
Jianjun Zheng
Professor, School of Civil Engineering and Architecture, Zhejiang Univ. of Technology, Hangzhou 310023, PR China.
Xiaoyan Sun
Associate Professor, School of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, PR China.
Jianhua Li
Associate Professor, Jiyang College, Zhejiang Agriculture and Forestry Univ., Zhuji 311800, PR China.

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Cited by

  • GPU-based discrete element model of realistic non-convex aggregates: Mesoscopic insights into ITZ volume fraction and diffusivity of concrete, Cement and Concrete Research, 10.1016/j.cemconres.2022.107048, 164, (107048), (2023).
  • Experimental investigation and numerical simulation for chloride diffusivity of cement paste with elliptical cement particles, Construction and Building Materials, 10.1016/j.conbuildmat.2022.127616, 337, (127616), (2022).

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