Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 153
... fatigue performance in both water depths alongside steel spiral strand in the 300m water depth . Analysis Method Details of the method and procedure employed for the fatigue analysis have been described in [ 3 ] . This essentially ...
... fatigue performance in both water depths alongside steel spiral strand in the 300m water depth . Analysis Method Details of the method and procedure employed for the fatigue analysis have been described in [ 3 ] . This essentially ...
Page 154
The reasons for the excellent fatigue performance of the steel strand are good fatigue resistance of the construction and the almost total absence of bending stresses . Screwed tubulars in 600m depth suffer more fatigue damage than in ...
The reasons for the excellent fatigue performance of the steel strand are good fatigue resistance of the construction and the almost total absence of bending stresses . Screwed tubulars in 600m depth suffer more fatigue damage than in ...
Page 397
... fatigue lives in excess of the required 20 years . During this study it was also discovered that , even allowing for frictionless contact , joint shoulder interface led to a direct transfer into the 30 in string of approximately 8 % of ...
... fatigue lives in excess of the required 20 years . During this study it was also discovered that , even allowing for frictionless contact , joint shoulder interface led to a direct transfer into the 30 in string of approximately 8 % of ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire