Modeling depth of long-term pitting corrosion is of interest for engineers in predicting the structural longevity of ocean infrastructures. Conventional models demonstrate poor quality in predicting the long-term pitting corrosion depth. Recently developed phenomenological models provide a strong understanding of the pitting process; however, they have limited engineering applications. In this study, a novel probabilistic model is developed for predicting the long-term pitting corrosion depth of steel structures in marine environment using Bayesian network (BN). The proposed BN model combines an understanding of corrosion phenomenological model and empirical model calibrated using real-world data. A case study, which exemplifies the application of methodology to predict the pit depth of structural steel in long-term marine environment, is presented. The result shows that the proposed methodology succeeds in predicting the time-dependent, long-term anaerobic pitting corrosion depth of structural steel in different environmental and operational conditions.
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October 2017
Research-Article
Pitting Degradation Modeling of Ocean Steel Structures Using Bayesian Network
Jyoti Bhandari,
Jyoti Bhandari
Australian Maritime College,
University of Tasmania,
Launceston TAS 7250, Australia
University of Tasmania,
Launceston TAS 7250, Australia
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Faisal Khan,
Faisal Khan
Centre for Risk, Integrity and
Safety Engineering (C-RISE),
Faculty of Engineering and
Applied Science,
Memorial University of Newfoundland,
St. John’s, NF A1B 3X5, Canada
e-mail: fikhan@mun.ca
Safety Engineering (C-RISE),
Faculty of Engineering and
Applied Science,
Memorial University of Newfoundland,
St. John’s, NF A1B 3X5, Canada
e-mail: fikhan@mun.ca
Search for other works by this author on:
Rouzbeh Abbassi,
Rouzbeh Abbassi
Australian Maritime College,
University of Tasmania,
Launceston TAS 7250, Australia
University of Tasmania,
Launceston TAS 7250, Australia
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Vikram Garaniya,
Vikram Garaniya
Australian Maritime College,
University of Tasmania,
Launceston TAS 7250, Australia
University of Tasmania,
Launceston TAS 7250, Australia
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Roberto Ojeda
Roberto Ojeda
Australian Maritime College,
University of Tasmania,
Launceston TAS 7250, Australia
University of Tasmania,
Launceston TAS 7250, Australia
Search for other works by this author on:
Jyoti Bhandari
Australian Maritime College,
University of Tasmania,
Launceston TAS 7250, Australia
University of Tasmania,
Launceston TAS 7250, Australia
Faisal Khan
Centre for Risk, Integrity and
Safety Engineering (C-RISE),
Faculty of Engineering and
Applied Science,
Memorial University of Newfoundland,
St. John’s, NF A1B 3X5, Canada
e-mail: fikhan@mun.ca
Safety Engineering (C-RISE),
Faculty of Engineering and
Applied Science,
Memorial University of Newfoundland,
St. John’s, NF A1B 3X5, Canada
e-mail: fikhan@mun.ca
Rouzbeh Abbassi
Australian Maritime College,
University of Tasmania,
Launceston TAS 7250, Australia
University of Tasmania,
Launceston TAS 7250, Australia
Vikram Garaniya
Australian Maritime College,
University of Tasmania,
Launceston TAS 7250, Australia
University of Tasmania,
Launceston TAS 7250, Australia
Roberto Ojeda
Australian Maritime College,
University of Tasmania,
Launceston TAS 7250, Australia
University of Tasmania,
Launceston TAS 7250, Australia
1Corresponding author.
Contributed by the Ocean, Offshore, and Arctic Engineering Division of ASME for publication in the JOURNAL OF OFFSHORE MECHANICS AND ARCTIC ENGINEERING. Manuscript received February 9, 2016; final manuscript received April 12, 2017; published online June 9, 2017. Assoc. Editor: Lance Manuel.
J. Offshore Mech. Arct. Eng. Oct 2017, 139(5): 051402 (11 pages)
Published Online: June 9, 2017
Article history
Received:
February 9, 2016
Revised:
April 12, 2017
Citation
Bhandari, J., Khan, F., Abbassi, R., Garaniya, V., and Ojeda, R. (June 9, 2017). "Pitting Degradation Modeling of Ocean Steel Structures Using Bayesian Network." ASME. J. Offshore Mech. Arct. Eng. October 2017; 139(5): 051402. https://doi.org/10.1115/1.4036832
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