Probabilistic Models for Corrosion in Structural Reliability Assessment—Part 1: Empirical Models

Author:

Melchers Robert E.1

Affiliation:

1. Centre for Infrastructure Performance and Reliability, Department of Civil, Surveying and Environmental Engineering, The University of Newcastle, Australia 2308

Abstract

Reliability theory for the assessment of existing structures for remaining safe life must consider the probabilistic deterioration of structural strength as well as multiple applied loadings. This requires good-quality models of deterioration processes. Models for corrosion, which have been applied in the literature for marine applications, are reviewed. It is shown that these usually are statistical only, using data pooled from many sources. They also use little or no theoretical insight. As a result, they provide poor-quality mean-value information and very high statistical uncertainties. The conclusion is that better modeling is required and that this involves much better understanding of the factors influencing marine corrosion. These factors are reviewed briefly, with particular emphasis on marine immersion corrosion of mild steel.

Publisher

ASME International

Subject

Mechanical Engineering,Ocean Engineering

Reference38 articles.

1. Nakken, O., and Valsgaard, S., 1995, “Life Cycle Costs of Ship Hulls,” Paper Series No. 94-P003 Rev. 3, DNV Classification AS.

2. Faber, M. H., and Straub, D., 2001, “Unified Approach to Risk-Based Inspection Planning for Offshore Production Facilities,” Proc. OMAE2001, 20th Offshore Mechanics and Arctic Engineering Conference, Rio de Janeiro, Brazil, Paper No. 2114.

3. Dechema, 1987, Corrosion Handbook, 11, VCH Publishers, New York, NY.

4. Melchers, R. E., 1999, Structural Reliability Analysis and Prediction (Second Edition), John Wiley & Sons.

5. Melchers, R. E., 2000, “Optimization of Structural Reliability and Structural Safety,” Proc. 9th IFIP WG7.5 Conf. on Optimization and Reliability of Structural Systems, Ann Arbor, MI, pp. 157–166.

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