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 107
... stress , P ; is the probability that a stress range lies between the limits of the segment j , which is calculated by using the probability distribution of stress ranges of a non narrow - banded process ( Karadeniz , 1991 ) , W ; is ...
... stress , P ; is the probability that a stress range lies between the limits of the segment j , which is calculated by using the probability distribution of stress ranges of a non narrow - banded process ( Karadeniz , 1991 ) , W ; is ...
Page 112
... stress , respectively . For the case where only a stress value is given with no specification of whether it is tension or bending , the K solution uses only a tension solution . This is the first term of Eq . ( 2 ) used with total stress ...
... stress , respectively . For the case where only a stress value is given with no specification of whether it is tension or bending , the K solution uses only a tension solution . This is the first term of Eq . ( 2 ) used with total stress ...
Page 436
... stress range threshold intensity factor . The stress intensity factor is given by the following equation : ΔΚ = ΔΟΥ ( α ) π.α ( ι ) where Ao is the stress range and t is time . ( 2 ) In the evaluation of the dynamic stress range levels ...
... stress range threshold intensity factor . The stress intensity factor is given by the following equation : ΔΚ = ΔΟΥ ( α ) π.α ( ι ) where Ao is the stress range and t is time . ( 2 ) In the evaluation of the dynamic stress range levels ...
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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