Multi-term time fractional diffusion equations and novel parameter estimation techniques for chloride ions sub-diffusion in reinforced concrete

Author:

Chen Ruige1ORCID,Wei Xiaoli2,Liu Fawang34,Anh Vo V.356

Affiliation:

1. School of Science, China University of Geosciences, Beijing 100083, People’s Republic of China

2. Sichuan University of Science and Engineering, Sichuan 643000, People’s Republic of China

3. School of Mathematical Sciences, Queensland University of Technology, GPO Box 2434, Brisbane, Queensland 4001, Australia

4. College of Mathematics and Computer Science, Fuzhou University, Fujian 350116, People’s Republic of China

5. School of Mathematics and Computational Science, Xiangtan University, Hunan 411105, People’s Republic of China

6. Faculty of Science, Engineering and Technology, Swinburne University of Technology, PO Box 218 Hawthorn, VIC 3122, Australia

Abstract

In this paper, searching for a better chloride ions sub-diffusion system, a multi-term time-fractional derivative diffusion model is proposed for the description of the time-dependent chloride ions penetration in reinforced concrete structures exposed to chloride environments. We prove the stability and convergence of the model. We use the modified grid approximation method (MGAM) to estimate the fractional orders and chloride ions diffusion coefficients in the reinforced concrete for the multi-term time fractional diffusion system. And then to verify the efficiency and accuracy of the proposed methods in dealing with the fractional inverse problem, two numerical examples with real data are investigated. Meanwhile, we use two methods of fixed chloride ions diffusion coefficient and variable diffusion coefficient with diffusion depth to simulate chloride ions sub-diffusion system. The result shows that with the new fractional orders and parameters, our multi-term fractional order chloride ions sub-diffusion system is capable of providing numerical results that agree better with the real data than other models. On the other hand, it is also noticed from the numerical solution of the chloride ions sub-diffusion system that setting the variable diffusion coefficient with diffusion depth is more reasonable. And it is also found that chloride ions diffusion coefficients in reinforced concrete should be decreased with diffusion depth which is completely consistent with the theory. In addition, the model can be used to predict the chloride profiles with a time-dependent property. This article is part of the theme issue ‘Advanced materials modelling via fractional calculus: challenges and perspectives’.

Funder

China University of Geosciences, Beijing

Australian Research Council

Publisher

The Royal Society

Subject

General Physics and Astronomy,General Engineering,General Mathematics

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