Markov Chain-Based Stochastic Modeling of Chloride Ion Transport in Concrete Bridges

Over the last decade, there has been an increasing interest in models for the evaluation and prediction of the condition of bridges in Canada due to their large number in an advanced state of deterioration. The models are used to develop optimal maintenance and replacement strategies to extend servi...

Full description

Bibliographic Details
Main Authors: Yan Zhang, Luc E. Chouinard, David Conciatori
Format: Article
Language:English
Published: Frontiers Media S.A. 2018-03-01
Series:Frontiers in Built Environment
Subjects:
Online Access:http://journal.frontiersin.org/article/10.3389/fbuil.2018.00012/full
id doaj-11f20b84bb30480c842b4cc40a8486d1
record_format Article
spelling doaj-11f20b84bb30480c842b4cc40a8486d12020-11-24T22:07:22ZengFrontiers Media S.A.Frontiers in Built Environment2297-33622018-03-01410.3389/fbuil.2018.00012325918Markov Chain-Based Stochastic Modeling of Chloride Ion Transport in Concrete BridgesYan Zhang0Luc E. Chouinard1David Conciatori2Department of Civil Engineering and Applied Mechanics, McGill University, Montreal, QC, CanadaDepartment of Civil Engineering and Applied Mechanics, McGill University, Montreal, QC, CanadaDépartement de Génie Civil et de L’environnement, Université Laval, Québec City, QC, CanadaOver the last decade, there has been an increasing interest in models for the evaluation and prediction of the condition of bridges in Canada due to their large number in an advanced state of deterioration. The models are used to develop optimal maintenance and replacement strategies to extend service life and optimally allocate financial and technical resources. The main process of deterioration of concrete bridges in Canada is corrosion of the reinforcing steel due to the widespread use of de-icing salts. In this article, numerical models of the diffusion process and chemical reactions of chloride ions in concrete are used to estimate the time to initiation of corrosion and for the progression of corrosion. The analyses are performed for a range of typical concrete properties, exposure and climatic conditions. The results from these simulations are used to develop parametric surrogate Markov chain models of increasing states of deterioration. The surrogate models are more efficient than physical models for the portfolio analysis of a large number of structures. The procedure provides an alternative to Markov models derived from condition ratings when historical inspection data is limited.http://journal.frontiersin.org/article/10.3389/fbuil.2018.00012/fullconcrete bridgesdeteriorationMarkov chaintransition probabilitieschloride ions content
collection DOAJ
language English
format Article
sources DOAJ
author Yan Zhang
Luc E. Chouinard
David Conciatori
spellingShingle Yan Zhang
Luc E. Chouinard
David Conciatori
Markov Chain-Based Stochastic Modeling of Chloride Ion Transport in Concrete Bridges
Frontiers in Built Environment
concrete bridges
deterioration
Markov chain
transition probabilities
chloride ions content
author_facet Yan Zhang
Luc E. Chouinard
David Conciatori
author_sort Yan Zhang
title Markov Chain-Based Stochastic Modeling of Chloride Ion Transport in Concrete Bridges
title_short Markov Chain-Based Stochastic Modeling of Chloride Ion Transport in Concrete Bridges
title_full Markov Chain-Based Stochastic Modeling of Chloride Ion Transport in Concrete Bridges
title_fullStr Markov Chain-Based Stochastic Modeling of Chloride Ion Transport in Concrete Bridges
title_full_unstemmed Markov Chain-Based Stochastic Modeling of Chloride Ion Transport in Concrete Bridges
title_sort markov chain-based stochastic modeling of chloride ion transport in concrete bridges
publisher Frontiers Media S.A.
series Frontiers in Built Environment
issn 2297-3362
publishDate 2018-03-01
description Over the last decade, there has been an increasing interest in models for the evaluation and prediction of the condition of bridges in Canada due to their large number in an advanced state of deterioration. The models are used to develop optimal maintenance and replacement strategies to extend service life and optimally allocate financial and technical resources. The main process of deterioration of concrete bridges in Canada is corrosion of the reinforcing steel due to the widespread use of de-icing salts. In this article, numerical models of the diffusion process and chemical reactions of chloride ions in concrete are used to estimate the time to initiation of corrosion and for the progression of corrosion. The analyses are performed for a range of typical concrete properties, exposure and climatic conditions. The results from these simulations are used to develop parametric surrogate Markov chain models of increasing states of deterioration. The surrogate models are more efficient than physical models for the portfolio analysis of a large number of structures. The procedure provides an alternative to Markov models derived from condition ratings when historical inspection data is limited.
topic concrete bridges
deterioration
Markov chain
transition probabilities
chloride ions content
url http://journal.frontiersin.org/article/10.3389/fbuil.2018.00012/full
work_keys_str_mv AT yanzhang markovchainbasedstochasticmodelingofchlorideiontransportinconcretebridges
AT lucechouinard markovchainbasedstochasticmodelingofchlorideiontransportinconcretebridges
AT davidconciatori markovchainbasedstochasticmodelingofchlorideiontransportinconcretebridges
_version_ 1725820833707851776