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 93
Figure 3. Expected life - cycle costs for compressor C1 . Figure 6. Expected life - cycle costs for compressor C4 . E ( CTL ) ( million dis . ) 38 34 34 30 7 8 9 10 t ( days ) 11 Figure 4. Expected life - cycle costs for compressor C2 ...
Figure 3. Expected life - cycle costs for compressor C1 . Figure 6. Expected life - cycle costs for compressor C4 . E ( CTL ) ( million dis . ) 38 34 34 30 7 8 9 10 t ( days ) 11 Figure 4. Expected life - cycle costs for compressor C2 ...
Page 112
... cycle or fraction of a cycle that constituted 0.01 of the total for the year was applied going from the highest load range to the lowest . This was repeated 100 times when the year's worth of cycles were completed . The size of the pipe ...
... cycle or fraction of a cycle that constituted 0.01 of the total for the year was applied going from the highest load range to the lowest . This was repeated 100 times when the year's worth of cycles were completed . The size of the pipe ...
Page 344
... cycles and low allowed stress range levels . The transports are typically short and even with a high safety factor yield to much lower number of cycles . The in - place and transport fatigue damages need to be added for complete fatigue ...
... cycles and low allowed stress range levels . The transports are typically short and even with a high safety factor yield to much lower number of cycles . The in - place and transport fatigue damages need to be added for complete fatigue ...
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amplitude applied approach Arctic Engineering assessment Bay of Campeche calculated coefficient components Conference on Offshore considered corrosion cost crack growth criteria damage deck defect distribution dynamic effect element equation estimate evaluated evidential reasoning approach factor fatigue Figure FPSO frequency function fuzzy given Guedes Soares hydrostatic test inspection planning installation jack-up linear maintenance marine maximum Mechanics and Arctic method monopod nonlinear North West Shelf obtained Offshore Mechanics offshore structures operations optimal parameters peak pipe pipeline prediction probabilistic probability density probability density function probability of failure procedure random variables reliability analysis reliability index response return period Rio de Janeiro riser risk risk based inspection safety seismic ship significant wave height simulation spectral spectrum statistical steel storm stress structural reliability subsea surface Table temperature theory ultimate strength uncertainty valves velocity water depth Weibull distribution wind