Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 4American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 122
... respectively , from the landfalls to a distance of 1.7 km for the East SPM and 2.1 km for the West SPM . The pipeline wall and concrete coating thickness change to 25.4 mm . and 73 mm . , respectively , between these distances and the ...
... respectively , from the landfalls to a distance of 1.7 km for the East SPM and 2.1 km for the West SPM . The pipeline wall and concrete coating thickness change to 25.4 mm . and 73 mm . , respectively , between these distances and the ...
Page 123
... respectively . The same design parameters were used for the 100 - year storm currents , which ranged from 0.93 m / s to 0.51 m / s and 0.27 m / s to 0.11 m / s for the same water depths . These currents were assumed to be perpendicular ...
... respectively . The same design parameters were used for the 100 - year storm currents , which ranged from 0.93 m / s to 0.51 m / s and 0.27 m / s to 0.11 m / s for the same water depths . These currents were assumed to be perpendicular ...
Page 314
... respectively . Based on Eq . ( 9 ) , Eq . ( 5 ) , Eq . ( 6 ) , Eq . ( 12 ) and finite element analyses , the following definition for the correction factor have been suggested for external and internal overpressure respectively : a ...
... respectively . Based on Eq . ( 9 ) , Eq . ( 5 ) , Eq . ( 6 ) , Eq . ( 12 ) and finite element analyses , the following definition for the correction factor have been suggested for external and internal overpressure respectively : a ...
Contents
PIPELINE RELIABILITY AND LIMIT STATES DESIGN | 1 |
DESIGN OF PIPELINES AND RISERS | 5 |
OMAE99PIPE5019 | 21 |
Copyright | |
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analysis applied Arctic Engineering ASME assessment autoclave axial force bending buckling calculated capacity Conference On Offshore Copyright corrosion corrosion defect crack defined deformation dent depth Det Norske Veritas developed diameter discrete displacement vector effect equation failure modes failure probability Figure finite element finite element analysis fracture friction function fuzzy logic gasket geotechnical engineering GTAW hoop stress hot tap tee InSAR installation internal pressure jumper length Limit State Design load longitudinal MANAVGAT material maximum measured Mechanics and Arctic modal displacement neural networks node Offshore Mechanics operating pressure ovalisation parameters Petrobras pipe material pipe wall pipeline design Pipeline Systems plastic reliability riser risk run pipe saddle safety class seabed simulation SMAW SMYS specimens stinger strain stress Table Technology temperature tensile test scheme uprating valve wall thickness yield strength ας მთ მი მს