Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2002 - Arctic regions |
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Page 198
... installed based on a qualified procedure . For a number of years the common perception has been that the weakest link in this chain of tasks is the actual bolting installation : " The man with the wrench " . Obviously it is always ...
... installed based on a qualified procedure . For a number of years the common perception has been that the weakest link in this chain of tasks is the actual bolting installation : " The man with the wrench " . Obviously it is always ...
Page 318
... installation , or operation . The ULS aims to ensure that the design is adequate to withstand extreme loads . The ... installation tension T , at the dip - down point ( where the anchor line intersects the seabed and dips down towards ...
... installation , or operation . The ULS aims to ensure that the design is adequate to withstand extreme loads . The ... installation tension T , at the dip - down point ( where the anchor line intersects the seabed and dips down towards ...
Page 387
... INSTALLATION AND RETRIEVAL Lars Hilmersen Aker Marine Contractors AS P.O.Box 247 Lilleaker N - 0216 Oslo , Norway 21st International Conference on Offshore Mechanics and Artic Engineering June. Proceedings of OMAE'02 OMAE2002-28527 ...
... INSTALLATION AND RETRIEVAL Lars Hilmersen Aker Marine Contractors AS P.O.Box 247 Lilleaker N - 0216 Oslo , Norway 21st International Conference on Offshore Mechanics and Artic Engineering June. Proceedings of OMAE'02 OMAE2002-28527 ...
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21st International Conference alloys analysis anchor applied assessment axial calculated coating coefficient composite compressive Conference on Offshore corrosion crack growth crack initiation damage defect deformation depth Det Norske Veritas developed diameter displacement distribution effect Engineering June 23-28 equation evaluation failure fatigue crack fatigue test Figure finite element flaw flexible pipe flowline fracture mechanics fracture toughness function Grade heat hydrogen hydrogen embrittlement ice load increase installation insulation integrity joint laser weld layer length longitudinal maximum measured mechanical properties method Norsk Hydro Norway Offshore Mechanics parameters performed piezoelectric pipeline plastic plate predicted pressure reliability residual stress rope S-N curve safety factors sensors shown simulation solution specimens steel strain strength stress range surface syntactic foam Table Technology temperature tensile tension thermal thermal conductivity thermal insulation thickness titanium titanium risers uncertainties variables velocity Weibull distribution yield strength