Open Collections

The assessment of the reliability of potentially deteriorated reinforced concrete elements with Bayesian networks

International Conference on Applications of Statistics and Probability (12th : 2015 : Vancouver, B.C.)

The concrete deterioration caused by corrosion is a complex physical, chemical and mechanical process. The modeling of this process is subjected to significant uncertainties, which are based on a simplistic model representation of the actual physical process and limited information on material, environmental and loading characteristics.The present work proposes a generic framework for the estimation of structural reliability of a potentially corroded reinforced concrete element. This framework combines structural reliability analysis and Bayesian networks. Thereby uncertainties by model parameters, but also additional information, provided by measurements, monitoring and inspection results, are considered.

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This collection contains the proceedings of ICASP12, the 12th International Conference on Applications of Statistics and Probability in Civil Engineering held in Vancouver, Canada on July 12-15, 2015. Abstracts were peer-reviewed and authors of accepted abstracts were invited to submit full papers. Also full papers were peer reviewed. The editor for this collection is Professor Terje Haukaas, Department of Civil Engineering, UBC Vancouver.

Vancouver : University of British Columbia Library

10.14288/1.0076031

Non UBC

Unreviewed

http://creativecommons.org/licenses/by-nc-nd/2.5/ca/