Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 141
... properties of the pipeline segments , of the geomechanical properties of the sea floor . Four fundamental kinds of ground have been taken into consideration as far as sea floor geomechanical characterization is concerned . Table 2 ...
... properties of the pipeline segments , of the geomechanical properties of the sea floor . Four fundamental kinds of ground have been taken into consideration as far as sea floor geomechanical characterization is concerned . Table 2 ...
Page 169
... properties deteriorate quite sensitively to LBZ , while Charpy impact properties are rather insensitive to LBZ10 ) . This is the reason why the TiO steel has excellent CTOD properties . Furthermore , the coarse - grained HAZ ...
... properties deteriorate quite sensitively to LBZ , while Charpy impact properties are rather insensitive to LBZ10 ) . This is the reason why the TiO steel has excellent CTOD properties . Furthermore , the coarse - grained HAZ ...
Page 171
... properties of base materials of a 50mm ( 2.0in . ) thick plate for offshore structures and a UOE pipe with a size of 914mm ( 36in . ) OD x 38.1mm ( 1.5in . ) WT , respectively . The offshore structural plate has YP higher than 420MPa ...
... properties of base materials of a 50mm ( 2.0in . ) thick plate for offshore structures and a UOE pipe with a size of 914mm ( 36in . ) OD x 38.1mm ( 1.5in . ) WT , respectively . The offshore structural plate has YP higher than 420MPa ...
Contents
Model Tests | 3 |
B Bryndum V Jacobsen and D T Tsahalis 9 | 21 |
Scour Under Pipelines | 33 |
Copyright | |
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acoustic velocity analysis Arctic Engineering axial behaviour bending bottom boundary layer buckling cable calculated clamp Cobia compression corrosion crack cylinder deflection deformation developed dew point diameter drag drag coefficient effect elastic equation experimental field Figure finite element flow force coefficients free span frequency friction friction welding function hoop stress horizontal Hydraulic hydrodynamic hydrodynamic forces in-line installation irregular waves length lift coefficient lift force liquid load maximum measured mechanical method monitoring movement nodal analysis operating parameters phase pipe displacement pipe material pipeline predicted pressure procedure ratio response riser roughness SCADA scour sea bed sea floor seabed shown simulated slug soil steady current steel storm strain strain gauges stress structural submarine pipelines surface Technology temperature tion Turning Bands underwater values variation vertical vortex shedding water depth welding zone