Prediction of Onset of Corrosion in Concrete Bridge Decks Using Neural Networks and Case-Based Reasoning

:  This article proposes a methodology for predicting the time to onset of corrosion of reinforcing steel in concrete bridge decks while incorporating parameter uncertainty. It is based on the integration of artificial neural network (ANN), case‐based reasoning (CBR), mechanistic model, and Monte Ca...

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Published inComputer-aided civil and infrastructure engineering Vol. 20; no. 2; pp. 108 - 117
Main Authors Morcous, G., Lounis, Z.
Format Journal Article
LanguageEnglish
Published Boston, USA and Oxford, UK Blackwell Publishing, Inc 01.03.2005
Blackwell
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Abstract :  This article proposes a methodology for predicting the time to onset of corrosion of reinforcing steel in concrete bridge decks while incorporating parameter uncertainty. It is based on the integration of artificial neural network (ANN), case‐based reasoning (CBR), mechanistic model, and Monte Carlo simulation (MCS). A probabilistic mechanistic model is used to generate the distribution of the time to corrosion initiation based on statistical models of the governing parameters obtained from field data. The proposed ANN and CBR models act as universal functional mapping tools to approximate the relationship between the input and output of the mechanistic model. These tools are integrated with the MCS technique to generate the distribution of the corrosion initiation time using the distributions of the governing parameters. The proposed methodology is applied to predict the time to corrosion initiation of the top reinforcing steel in the concrete deck of the Dickson Bridge in Montreal. This study demonstrates the feasibility, adequate reliability, and computational efficiency of the proposed integrated ANN‐MCS and CBR‐MCS approaches for preliminary project‐level and also network‐level analyses.
AbstractList This article proposes a methodology for predicting the time to onset of corrosion of reinforcing steel in concrete bridge decks while incorporating parameter uncertainty. It is based on the integration of artificial neural network (ANN), case-based reasoning (CBR), mechanistic model, and Monte Carlo simulation (MCS). A probabilistic mechanistic model is used to generate the distribution of the time to corrosion initiation based on statistical models of the governing parameters obtained from field data. The proposed ANN and CBR models act as universal functional mapping tools to approximate the relationship between the input and output of the mechanistic model. These tools are integrated with the MCS technique to generate the distribution of the corrosion initiation time using the distributions of the governing parameters. The proposed methodology is applied to predict the time to corrosion initiation of the top reinforcing steel in the concrete deck of the Dickson Bridge in Montreal. This study demonstrates the feasibility, adequate reliability, and computational efficiency of the proposed integrated ANN-MCS and CBR-MCS approaches for preliminary project-level and also network-level analyses.
:  This article proposes a methodology for predicting the time to onset of corrosion of reinforcing steel in concrete bridge decks while incorporating parameter uncertainty. It is based on the integration of artificial neural network (ANN), case‐based reasoning (CBR), mechanistic model, and Monte Carlo simulation (MCS). A probabilistic mechanistic model is used to generate the distribution of the time to corrosion initiation based on statistical models of the governing parameters obtained from field data. The proposed ANN and CBR models act as universal functional mapping tools to approximate the relationship between the input and output of the mechanistic model. These tools are integrated with the MCS technique to generate the distribution of the corrosion initiation time using the distributions of the governing parameters. The proposed methodology is applied to predict the time to corrosion initiation of the top reinforcing steel in the concrete deck of the Dickson Bridge in Montreal. This study demonstrates the feasibility, adequate reliability, and computational efficiency of the proposed integrated ANN‐MCS and CBR‐MCS approaches for preliminary project‐level and also network‐level analyses.
Author Lounis, Z.
Morcous, G.
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  email: Institute for Research in Construction, National Research Council, Ottawa, ON, Canada, K1A 0R6  zoubir.lounis@nrc.ca
  organization: Institute for Research in Construction, National Research Council, Ottawa, ON, Canada, K1A 0R6 E-mail: zoubir.lounis@nrc.ca
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Issue 2
Keywords Case study
Performance evaluation
Corrosion
Chemical corrosion
Chlorides
Mechanism analysis
Concrete construction
Case based reasoning
Neural network
Forecast model
Reinforcing bar
Bridge deck
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Snippet :  This article proposes a methodology for predicting the time to onset of corrosion of reinforcing steel in concrete bridge decks while incorporating...
This article proposes a methodology for predicting the time to onset of corrosion of reinforcing steel in concrete bridge decks while incorporating parameter...
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SubjectTerms Applied sciences
Bridges
Buildings. Public works
Computation methods. Tables. Charts
Concrete bridges
Corrosion
Durability. Pathology. Repairing. Maintenance
Exact sciences and technology
Structural analysis. Stresses
Title Prediction of Onset of Corrosion in Concrete Bridge Decks Using Neural Networks and Case-Based Reasoning
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https://onlinelibrary.wiley.com/doi/abs/10.1111%2Fj.1467-8667.2005.00380.x
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Volume 20
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