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 transfer rate little effect proportional ? little effect ?
little effect proportional ? liale effect little effect , if any proportional for tidal and ...
Effect on Steady State Corrosion Rate reduces and probably controls rate . none ,
if corrosion controlled by O2 transfer rate little effect proportional ? little effect ?
little effect proportional ? liale effect little effect , if any proportional for tidal and ...
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 Imm to 4mm .
This is because the technique is not very likely to detect defects less than 1mm
deep ...
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 Imm to 4mm .
This is because the technique is not very likely to detect defects less than 1mm
deep ...
Page 124
On the other hand , the significant effect of the field hydrostatic test on estimated
wall thickness and yield strength distributions is most apparent from Figures 3
and 4 . The above analysis shows that the field hydrostatic test is significantly
more ...
On the other hand , the significant effect of the field hydrostatic test on estimated
wall thickness and yield strength distributions is most apparent from Figures 3
and 4 . The above analysis shows that the field hydrostatic test is significantly
more ...
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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 expressed extreme factor failure fatigue Figure force frequency function fuzzy given growth 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 storm strength stress structure surface Table theory typical uncertainty variables wave height wind