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contributor authorRobert E. Melchers
date accessioned2017-05-09T00:11:04Z
date available2017-05-09T00:11:04Z
date copyrightNovember, 2003
date issued2003
identifier issn0892-7219
identifier otherJMOEEX-28219#264_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/128892
description abstractReliability 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.
publisherThe American Society of Mechanical Engineers (ASME)
titleProbabilistic Models for Corrosion in Structural Reliability Assessment—Part 1: Empirical Models
typeJournal Paper
journal volume125
journal issue4
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.1600467
journal fristpage264
journal lastpage271
identifier eissn1528-896X
keywordsCorrosion AND Reliability
treeJournal of Offshore Mechanics and Arctic Engineering:;2003:;volume( 125 ):;issue: 004
contenttypeFulltext


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