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 36
Effect on Steady State Corrosion Rate reduces and probably controls rate . none , if corrosion controlled by O2 ... Table 2 - Environmental Factors in Marine Immersion Corrosion Factor Influenced by Effect on Initial Corrosion Rate nonc ...
Effect on Steady State Corrosion Rate reduces and probably controls rate . none , if corrosion controlled by O2 ... Table 2 - Environmental Factors in Marine Immersion Corrosion Factor Influenced by Effect on Initial Corrosion Rate nonc ...
Page 42
It follows that the effect on corrosion of dilution of seawater by fresh water , such as is likely to occur in estuaries and harbours , will depend on the hardness of the diluting waters . If the diluting waters are soft , they will ...
It follows that the effect on corrosion of dilution of seawater by fresh water , such as is likely to occur in estuaries and harbours , will depend on the hardness of the diluting waters . If the diluting waters are soft , they will ...
Page 123
From Figure 1 it is seen that the effect of inspection for this example has a noticeable effect on defect depths within the range of approximately 1mm to 4mm . This is because the technique is not very likely to detect defects less than ...
From Figure 1 it is seen that the effect of inspection for this example has a noticeable effect on defect depths within the range of approximately 1mm to 4mm . This is because the technique is not very likely to detect defects less than ...
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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