Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 104
... position with respect to the bedline might be af- fected by macro - sediment transport phenomena . The loose sediment is considerably thicker than the pipe diameter and possibly subjected to liquefac- tion during severe storms . The ...
... position with respect to the bedline might be af- fected by macro - sediment transport phenomena . The loose sediment is considerably thicker than the pipe diameter and possibly subjected to liquefac- tion during severe storms . The ...
Page 325
... position Note ) Notch position ( Pipe B ) HAZ 1mm 3mm WM FL 5mm Fig.18 Charpy V - notch energy at different notch positions of seam weld . 4.3 Corrosion Resistance of CRA Layer The pitting corrosion test results of the CRA UOE pipe body ...
... position Note ) Notch position ( Pipe B ) HAZ 1mm 3mm WM FL 5mm Fig.18 Charpy V - notch energy at different notch positions of seam weld . 4.3 Corrosion Resistance of CRA Layer The pitting corrosion test results of the CRA UOE pipe body ...
Page 327
... position WM 0.05 0.04 0.03 ∞ 000 o goo FL Toe 1 FL Toe BM WM FL Toe WM FL Toe Notch position Note ) Test specimen Size : 14t x28w X 160 ! Notch : 50 % fatigue notch Fig.24 CTOD test results of Incoloy 825 clad UOE pipe . 6 ...
... position WM 0.05 0.04 0.03 ∞ 000 o goo FL Toe 1 FL Toe BM WM FL Toe WM FL Toe Notch position Note ) Test specimen Size : 14t x28w X 160 ! Notch : 50 % fatigue notch Fig.24 CTOD test results of Incoloy 825 clad UOE pipe . 6 ...
Contents
OFFSHORE | 1 |
Mechanical Properties of | 22 |
Ice Engineering | 80 |
Copyright | |
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Almen strip anticorrosion coating applied assessment axial force backfill behaviour bending Bruschi buckle buckle lengths burst pressure calculated cathodic protection circumferential coefficients compression concrete coating configuration crack propagation criteria curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering equations factor failure fatigue field joints flow fracture free spans gas pipeline grit blasting hoop stress hydrodynamic increase installation interaction layer length load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium Offshore operating OTDR overcoating parameters pile pipeline pits plastic Polypropylene predicted resistance response sand scour seabed self-lowering sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens Statoil steel stiffness strain strain gauges strength stress stress concentration structural surface temperature thickness TMCP uneven seabed values velocity wave weld Zeepipe zone