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
... solids · • pollutant type and level • percentage wetting • seawater temperature • NaCl ⚫ unimportant in open oceans • fresh water inflows • effect of biological activity • pH little effect ? • carbonate solubility little effect varies ...
... solids · • pollutant type and level • percentage wetting • seawater temperature • NaCl ⚫ unimportant in open oceans • fresh water inflows • effect of biological activity • pH little effect ? • carbonate solubility little effect varies ...
Page 223
... solid line is the best £ t to the data ε = 0.0018 ( U10 / cp ) -3.295 and the dashed line is the power - law regression ε = 0.0022 ( U10 / cp ) -3.3 from Donelan et al . ( 1992 ) . Saint Clair is -3.3 ε = 0.0022 U10 Cp " ( 8 ) again the ...
... solid line is the best £ t to the data ε = 0.0018 ( U10 / cp ) -3.295 and the dashed line is the power - law regression ε = 0.0022 ( U10 / cp ) -3.3 from Donelan et al . ( 1992 ) . Saint Clair is -3.3 ε = 0.0022 U10 Cp " ( 8 ) again the ...
Page 353
... solid line in Fig . 5 is applied for the structural unit A. = Material properties of the local structure shown in Fig . 2 are Young's modulus E = 200,000 [ N / mm2 ] , yield stress σ Y = 275 [ N / mm2 ] , and plate thickness 12.5 [ mm ] ...
... solid line in Fig . 5 is applied for the structural unit A. = Material properties of the local structure shown in Fig . 2 are Young's modulus E = 200,000 [ N / mm2 ] , yield stress σ Y = 275 [ N / mm2 ] , and plate thickness 12.5 [ mm ] ...
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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