Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
From inside the book
Results 1-3 of 45
Page 119
... pressure test has been performed as a final integrity check of pipelines . The test involves subjecting the pipeline to a hydrostatic pressure that is typically some specified percentage ( 125 % -150 % ) of the maximum allowable design ...
... pressure test has been performed as a final integrity check of pipelines . The test involves subjecting the pipeline to a hydrostatic pressure that is typically some specified percentage ( 125 % -150 % ) of the maximum allowable design ...
Page 211
... pressure may be estimated by : Phc = 10.5pm [ P , ( 1−0.5 P1 / Pm ) if py ≥Pm , if p , < Pm ( 3 ) where Pm denotes the Von Mises buckling pressure ( hydrostatic ) and p , denotes the pressure at which the maximum circumferential mean ...
... pressure may be estimated by : Phc = 10.5pm [ P , ( 1−0.5 P1 / Pm ) if py ≥Pm , if p , < Pm ( 3 ) where Pm denotes the Von Mises buckling pressure ( hydrostatic ) and p , denotes the pressure at which the maximum circumferential mean ...
Page 212
hydrostatic pressure by replacing the Von Mises pressure , pm , in Eqn ( 3 ) with its counterpart prm in Eqn ( 7 ) ; i.e : 0.5Prm , if py Prm ( 8 ) Prc = [ P , ( 1−0.5 Py / Prm ) " if py < Prm where Py is the hydrostatic yield pressure ...
hydrostatic pressure by replacing the Von Mises pressure , pm , in Eqn ( 3 ) with its counterpart prm in Eqn ( 7 ) ; i.e : 0.5Prm , if py Prm ( 8 ) Prc = [ P , ( 1−0.5 Py / Prm ) " if py < Prm where Py is the hydrostatic yield pressure ...
Other editions - View all
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