Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 52
... determined by the difference between the impinging rain flux and the freezing mass flux : LF = Q ( α ) ( 1 ) MF 1 dm = ( wcosa - m . ) R da and where m is the water mass flux along the cylinder ( kg m1 s1 ) ; w is the precipitation mass ...
... determined by the difference between the impinging rain flux and the freezing mass flux : LF = Q ( α ) ( 1 ) MF 1 dm = ( wcosa - m . ) R da and where m is the water mass flux along the cylinder ( kg m1 s1 ) ; w is the precipitation mass ...
Page 124
... determined as the time when the risk exceeds the acceptance limit . An example acceptance limit is shown in Table 6 . Risk inspection initiation levels ( example ) Inspect POF : 5 4 3 2 1 CoF : A B C D E Table 6. Time based damage cause ...
... determined as the time when the risk exceeds the acceptance limit . An example acceptance limit is shown in Table 6 . Risk inspection initiation levels ( example ) Inspect POF : 5 4 3 2 1 CoF : A B C D E Table 6. Time based damage cause ...
Page 174
The fracture mechanics parameters may be determined by means of elastic and plastic J - integral contributions . The ... determining constraint is by means of the T - stress . The T- stress is the second term in the asymptotic expansion ...
The fracture mechanics parameters may be determined by means of elastic and plastic J - integral contributions . The ... determining constraint is by means of the T - stress . The T- stress is the second term in the asymptotic expansion ...
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accretion analysis annulus Arctic Engineering Arctic Ocean axial loading behavior bending stiffness Bohai buckle arrestor cable calculated carrier pipe catenary coefficient collapse compressive Conference on Offshore configuration corrosion crack damping ratio deepwater defect deformation Det Norske Veritas developed diameter displacement dynamic elastic experimental failure pressures Figure finite element finite element analysis flexible pipe flowline fluid fracture freespans gauge grooves heat transfer heat transfer coefficient hummocks ice force ice load ice sheet increase installation insulation internal pressure layer length liner maximum Mechanics and Arctic method Offshore Mechanics operation parameters PETROBRAS phase pipeline pipeline system plastic predicted ratio reeling Rio de Janeiro riser system risk sagging sand scour sea ice seabed shear stress simulation soil specimens stamukhas steel strain strain gauges stress structure subsea surface temperature tension tests thermal thickness titanium values velocity water depth weld wrinkle