Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 33
corrosion . There is very little reported for the marine splash zone or for rates mcasured at sea . As will be discussed in more detail below , fundamental theoretical considerations suggest that corrosion should decrease with time ...
corrosion . There is very little reported for the marine splash zone or for rates mcasured at sea . As will be discussed in more detail below , fundamental theoretical considerations suggest that corrosion should decrease with time ...
Page 35
3.4.3 Atmospheric marine corrosion In contrast to the earlier cases , there is a considerable body of data on atmospheric corrosion . The data and modelling efforts have been summarized ( Benarie and Lipfert , 1986 ; Feliu , et al .
3.4.3 Atmospheric marine corrosion In contrast to the earlier cases , there is a considerable body of data on atmospheric corrosion . The data and modelling efforts have been summarized ( Benarie and Lipfert , 1986 ; Feliu , et al .
Page 46
Evans , U.R. ( 1966 ) The corrosion and oxidation of metals : scientific principles and practical applications . Edward Arnold , London . Faber , MH and Straub , D ( 2001 ) Unified approach to risk based inspection planning for offshore ...
Evans , U.R. ( 1966 ) The corrosion and oxidation of metals : scientific principles and practical applications . Edward Arnold , London . Faber , MH and Straub , D ( 2001 ) Unified approach to risk based inspection planning for offshore ...
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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage dependent depth determined developed directional distribution dynamic effect element Engineering environmental equation estimate evaluated example expected expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection limit load loss maintenance marine maximum mean measures Mechanics method motion normal observed obtained offshore operations parameters peak performed period pipe pipeline platform possible prediction present probability procedure production random range relative reliability represented response return period riser risk safety ship shown shows significant simulation spectral spectrum statistical steel storm strength stress structure surface Table theory typical uncertainty variables wave height wind