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 109
... pipe when subjected to geotechnically imposed settle- ment in addition to the normal operating loading conditions is of concern to both the designers and operators of such pipe . The displacements resulting from settlement may deform the ...
... pipe when subjected to geotechnically imposed settle- ment in addition to the normal operating loading conditions is of concern to both the designers and operators of such pipe . The displacements resulting from settlement may deform the ...
Page 190
... pipe temperature was lowered for the last 42 days ( from day 215 of the freeze ) to accelerate frost penetration . Following this , pipe circulation temperature was increased to + 5 ° C , while surface temperature was maintained at ...
... pipe temperature was lowered for the last 42 days ( from day 215 of the freeze ) to accelerate frost penetration . Following this , pipe circulation temperature was increased to + 5 ° C , while surface temperature was maintained at ...
Page 325
... Pipe A and 32.5 ° C or higher for Pipe B. Figure 20 shows the critical pitting potential different positions of the CRA clad UOE pipe measured by an electrochemical method . Both pipes were measured in a latm H2S environment though ...
... Pipe A and 32.5 ° C or higher for Pipe B. Figure 20 shows the critical pitting potential different positions of the CRA clad UOE pipe measured by an electrochemical method . Both pipes were measured in a latm H2S environment though ...
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