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 324
... pipeline in the neighbourhood of the platform could have dramatic consequences for personnel , equipment and the environment . Near shore , the pipeline runs parallel to the oil transmission pipeline and passes between two military ...
... pipeline in the neighbourhood of the platform could have dramatic consequences for personnel , equipment and the environment . Near shore , the pipeline runs parallel to the oil transmission pipeline and passes between two military ...
Page 409
... Pipeline Technology ASME 1995 ABSTRACT The paper describes the numerical programme , PIPESIN , that simulates the behaviour of a pipeline placed on an erodible seabed . PIPEline Seabed INteraction from installation until a stable pipeline ...
... Pipeline Technology ASME 1995 ABSTRACT The paper describes the numerical programme , PIPESIN , that simulates the behaviour of a pipeline placed on an erodible seabed . PIPEline Seabed INteraction from installation until a stable pipeline ...
Page 467
Pipeline Outage Other Accidental Shut - In Pipeline Failure Non - Leaking Damage Rupture Leak Mechanical Damage Construction Practice Material Defect Stress Corrosion Cracking Slope Instability External Corrosion Susceptible Pipe ...
Pipeline Outage Other Accidental Shut - In Pipeline Failure Non - Leaking Damage Rupture Leak Mechanical Damage Construction Practice Material Defect Stress Corrosion Cracking Slope Instability External Corrosion Susceptible Pipe ...
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