Concrete carbonation is one of the major factors causing the deterioration of reinforced concrete structures. Therefore, accurately predicting the carbonation depth is of great significance in safety assessments of structures. The aim of this study was to develop a method to predict carbonation behaviour by incorporating multi-source information using the Bayesian method. First, the inverse Gaussian process was used to model the evolution of carbonation depth; this captured the temporal variability and the monotonicity of the deterioration phenomenon very well. Then, a proper prior for the model was determined using knowledge from the existing empirical carbonation model. To fuse the accelerated carbonation data and field inspection data, Bayesian inference was performed to update the posterior distributions of the model parameters by the Gibbs sampling technique. A practical example case was used to illustrate the validity and accuracy of the proposed approach.
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February 2024
Research Article|
August 24 2023
Prediction of concrete carbonation based on the inverse Gaussian process and Bayesian method Available to Purchase
Long Chen;
Long Chen
PhD student, School of Civil Engineering, Central South University, Changsha, Hunan, China
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Tianli Huang;
Tianli Huang
Professor, School of Civil Engineering, Central South University, Changsha, Hunan, China (corresponding author: htianli@csu.edu.cn)
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Hua-peng Chen
Hua-peng Chen
Professor, School of Transportation Engineering, East China Jiaotong University, Nanchang, China
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Publisher: Emerald Publishing
Received:
February 01 2023
Accepted:
June 12 2023
Online ISSN: 1751-763X
Print ISSN: 0024-9831
Emerald Publishing Limited: All rights reserved
2023
Magazine of Concrete Research (2024) 76 (3): 109–123.
Article history
Received:
February 01 2023
Accepted:
June 12 2023
Citation
Chen L, Huang T, Chen H (2024), "Prediction of concrete carbonation based on the inverse Gaussian process and Bayesian method". Magazine of Concrete Research, Vol. 76 No. 3 pp. 109–123, doi: https://doi.org/10.1680/jmacr.23.00031
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