Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 334
... mean values of test data . Stage 2 Development of a design curve . This design curve incorporates the facility to allow for various levels of safety margins to be selected under different circumstances and applications . Only data ...
... mean values of test data . Stage 2 Development of a design curve . This design curve incorporates the facility to allow for various levels of safety margins to be selected under different circumstances and applications . Only data ...
Page 453
... means μ , and standard deviations σ , are expressed as constants or functions of dimensionless hydromechanical numbers , such as the reduced velocity . These values and functions are all inherent in the GSPAN code , see Tura et al ...
... means μ , and standard deviations σ , are expressed as constants or functions of dimensionless hydromechanical numbers , such as the reduced velocity . These values and functions are all inherent in the GSPAN code , see Tura et al ...
Page 483
... Mean = Nominal , COV = 1.5 % Pipe wall thickness t Corrosion coat thickness t . Normal : Mean = Normal : Mean = Nominal , COV Nominal , COV = 10 % = 7 % Weight coat thickness t Steel density P. Normal : Mean = Corrosion coat density P ...
... Mean = Nominal , COV = 1.5 % Pipe wall thickness t Corrosion coat thickness t . Normal : Mean = Normal : Mean = Nominal , COV Nominal , COV = 10 % = 7 % Weight coat thickness t Steel density P. Normal : Mean = Corrosion coat density P ...
Contents
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
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analysis applied Arctic ASME assessment axial force backfill behaviour bending bending moment buckling cathodic cathodic protection chromium compressive corrosion rate cost crack criteria CTOD curvature curve defects deformation diameter disbonded displacement effect Engineering equation evaluation factors failure finite element flow free spans geotechnical ground movement hoop stress increase inspection installation integrity interaction joint landslide length LIGHTLY CORROSIVE limit line pipe load localisation material maximum measurements Mechanics method North Sea Norwegian Trench Offshore OMAE operating parameters performed pipe material pipeline Pipeline Technology plastic potential predicted probabilistic reliability resistance risk safety seabed seam weld shear shear strength simulation SINTEF Skaha Lake slope Snamprogetti soil specimen steel strain strength stress Stress Corrosion Cracking surface temperature tensile tests tie-in trench values velocity vortex shedding wall thickness water depth wave weld metal yield strength