Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4American Society of Mechanical Engineers, 2001 - Arctic regions |
From inside the book
Results 1-3 of 49
Page 30
... displacement of structure Y Displacement of the ice sheet y Normalized displacement of the ice sheet k , Effective stiffness of ice sheet P , Limit strength of ice sheet P. Strength of pulverized ice sheet Normalized pulverized length ...
... displacement of structure Y Displacement of the ice sheet y Normalized displacement of the ice sheet k , Effective stiffness of ice sheet P , Limit strength of ice sheet P. Strength of pulverized ice sheet Normalized pulverized length ...
Page 64
... displacement ( Fig . 9 ) . Therefore it can be written that : [ c.y , 0 ≤ y < R / c p = R , y > R / c ( 14 ) = 1994 1997 1985 - Pipe displacement 1900 1991 = Displacement prognosis -5-95 % QuantilesYears Fig . 8 Pipe displacement SARMA ...
... displacement ( Fig . 9 ) . Therefore it can be written that : [ c.y , 0 ≤ y < R / c p = R , y > R / c ( 14 ) = 1994 1997 1985 - Pipe displacement 1900 1991 = Displacement prognosis -5-95 % QuantilesYears Fig . 8 Pipe displacement SARMA ...
Page 270
... Displacement / diameter . 2 0 0 200 600 400 Upwards displacement , mm Figure 7. Load - displacement response of pipelines : prototype scale . 5.1.1 Loose sand 2 800 1000 Test 5 ( D = 32 mm ) Test 4 ( D = 48 mm ) 1.8 Test 6 ( D = 48 mm ) ...
... Displacement / diameter . 2 0 0 200 600 400 Upwards displacement , mm Figure 7. Load - displacement response of pipelines : prototype scale . 5.1.1 Loose sand 2 800 1000 Test 5 ( D = 32 mm ) Test 4 ( D = 48 mm ) 1.8 Test 6 ( D = 48 mm ) ...
Other editions - View all
Common terms and phrases
accretion analysis annulus Arctic Engineering Arctic Ocean axial loading behavior bending stiffness Bohai buckle arrestor bundle 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