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 121
... welding procedure ; that is , if good weld quality is established by the welding procedure then few defects will be present and therefore a lesser reliance on inspection is required . On the other hand if the weld quality is poor then ...
... welding procedure ; that is , if good weld quality is established by the welding procedure then few defects will be present and therefore a lesser reliance on inspection is required . On the other hand if the weld quality is poor then ...
Page 122
... weld will contain a defect of size a given that the quantity of weld was inspected and no defect was found . Distribution of defect depth following the hydrostatic test The hydrostatic test can lead to a further improvement in the ...
... weld will contain a defect of size a given that the quantity of weld was inspected and no defect was found . Distribution of defect depth following the hydrostatic test The hydrostatic test can lead to a further improvement in the ...
Page 291
... weld zone NWZ ( 3143 m ) - 2 yrs Segment with lami- nation ( 3573 ) 4 yrs Intermittent lamina- tion ( 9598 m ) - 3 yrs Lamination in the NWZ ( 13106 m ) - 1 yr Metal loss in the near weld zone ( NWZ ) ( 16924 m ) - 6 yrs Lamination ...
... weld zone NWZ ( 3143 m ) - 2 yrs Segment with lami- nation ( 3573 ) 4 yrs Intermittent lamina- tion ( 9598 m ) - 3 yrs Lamination in the NWZ ( 13106 m ) - 1 yr Metal loss in the near weld zone ( NWZ ) ( 16924 m ) - 6 yrs Lamination ...
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Common terms and phrases
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