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 200
... fatigue ' , Proceedings , Offshore Mechanics and Arctic Engineering Conference , Newfoundland Canada , 1999 J.Schijve , ' Four lectures on fatigue crack growth ' , Engineering Fracture Mechanics Vol II , pp . 167-221 , 1979 J.W.Hancock ...
... fatigue ' , Proceedings , Offshore Mechanics and Arctic Engineering Conference , Newfoundland Canada , 1999 J.Schijve , ' Four lectures on fatigue crack growth ' , Engineering Fracture Mechanics Vol II , pp . 167-221 , 1979 J.W.Hancock ...
Page 239
... fatigue failure at the end of 10 years is 2.2 × 104 which is two orders of magnitude less than the probability of storm overload failure over the same period of time . Probability of Fatigue Failure , Pf 1.0E + 00 1.0E - 01 1.0E - 02 ...
... fatigue failure at the end of 10 years is 2.2 × 104 which is two orders of magnitude less than the probability of storm overload failure over the same period of time . Probability of Fatigue Failure , Pf 1.0E + 00 1.0E - 01 1.0E - 02 ...
Page 344
... fatigue damages need to be added for complete fatigue analysis . In typical cases relevant fatigue damages from these two sources are found at different locations . The structures are complex and include a large amount of potential ...
... fatigue damages need to be added for complete fatigue analysis . In typical cases relevant fatigue damages from these two sources are found at different locations . The structures are complex and include a large amount of potential ...
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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