Nonhomogeneous Markov chains for degeneration behaviour of RC members’ durability and its Bayesian updating

In the context of reinforced concrete components in chloride-rich environments, establishing a priori models describing the degradation process of component durability by integrating existing research findings, and updating these prior models based on field inspection data has emerged as a hotspot in predicting the service life of reinforced concrete components. At present, such methods can only update some parameters in the prior models based on the introduction of field inspection results. They cannot achieve the information update of the function expression of the prior models by fusing the comprehensive durability evaluation results of the components. Given this, a non-homogeneous Markov chain model has constructed to replace the multivariate display functions nested recursion in describing the long-term performance degradation process of RC members. By utilizing the time series and state-space discretization properties of the Markov model, the multiple time-varying patterns coupled with numerous control parameters in the recursive formulation are transformed into time-dependent equations for the elements of the Markov model's state transition matrix. At the same time, a Bayesian updating method for the time-dependent equations of the non-homogeneous Markov chain state transition matrix elements is proposed, enabling the dynamic updating of the non-homogeneous Markov model using the overall current state assessment of the RC component, rather than relying on the detection results of a single indicator. From the perspective of simplifying the mathematical model, the paper addresses the issue of information updating in the degradation process. It provides a new technical approach for dynamically updating the long-term performance degradation time series model of components using state evaluation results. Manuscript uses a simulated case study and a real case study to illustrate the application process of the proposed method and to examine the predictive performance of the model. The results indicate that the updated model predictions envelop both the predictions from the prior model and the actual state assessment results, effectively integrating common understanding with individualized information.

Authors

Publication Details

Journal
Case Studies in Construction Materials
Published
2024-12-31
DOI
https://doi.org/10.1016/j.cscm.2024.e04189
Citations
1
Primary Topic
Concrete Corrosion and Durability
Type
article
Field-Weighted Citation Impact
0.26
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Nonhomogeneous Markov chains for degeneration behaviour of RC members’ durability and its Bayesian updating

Dengguo Li, Guoxin Chen, Hui Li, Yuanpeng Zhang et al.
1 citations
Case Studies in Construction Materials
Concrete Corrosion and Durability
0.26
article

Nonhomogeneous Markov chains for degeneration behaviour of RC members’ durability and its Bayesian updating

Dengguo Li, Guoxin Chen, Hui Li, Yuanpeng Zhang, Ruiqi Guo, Jin Yu
article en
1 citations

Abstract

In the context of reinforced concrete components in chloride-rich environments, establishing a priori models describing the degradation process of component durability by integrating existing research findings, and updating these prior models based on field inspection data has emerged as a hotspot in predicting the service life of reinforced concrete components. At present, such methods can only update some parameters in the prior models based on the introduction of field inspection results. They cannot achieve the information update of the function expression of the prior models by fusing the comprehensive durability evaluation results of the components. Given this, a non-homogeneous Markov chain model has constructed to replace the multivariate display functions nested recursion in describing the long-term performance degradation process of RC members. By utilizing the time series and state-space discretization properties of the Markov model, the multiple time-varying patterns coupled with numerous control parameters in the recursive formulation are transformed into time-dependent equations for the elements of the Markov model's state transition matrix. At the same time, a Bayesian updating method for the time-dependent equations of the non-homogeneous Markov chain state transition matrix elements is proposed, enabling the dynamic updating of the non-homogeneous Markov model using the overall current state assessment of the RC component, rather than relying on the detection results of a single indicator. From the perspective of simplifying the mathematical model, the paper addresses the issue of information updating in the degradation process. It provides a new technical approach for dynamically updating the long-term performance degradation time series model of components using state evaluation results. Manuscript uses a simulated case study and a real case study to illustrate the application process of the proposed method and to examine the predictive performance of the model. The results indicate that the updated model predictions envelop both the predictions from the prior model and the actual state assessment results, effectively integrating common understanding with individualized information.

Case Studies in Construction MaterialsVol. 22
Openalex Percentile: Top 42%
Concrete Corrosion and Durability
0.26
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.