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 195
... approximately 500 mm at the bending angle of was 1 degree as shown in Fig . 16. This result also indicated the overlap of the strain distribution . The present results clarified that the yield stress of the cold bends had trapezoid ...
... approximately 500 mm at the bending angle of was 1 degree as shown in Fig . 16. This result also indicated the overlap of the strain distribution . The present results clarified that the yield stress of the cold bends had trapezoid ...
Page 293
... approximately 12 mm ( 1/2 inch ) thick are subjected to immersion in water at 3000 psi ( 207 bar ) at 93 to 110 ° C ( 200 to 230 ° F ) for 7 to 15 days . At intervals at set intervals , samples are removed from the chamber and the water ...
... approximately 12 mm ( 1/2 inch ) thick are subjected to immersion in water at 3000 psi ( 207 bar ) at 93 to 110 ° C ( 200 to 230 ° F ) for 7 to 15 days . At intervals at set intervals , samples are removed from the chamber and the water ...
Page 655
... approximately 1 km x 1 km , which was found to be big enough to cover one or more complete ocean wave periods , and small enough to reflect sea ice inhomogenities . It was found that a threshold for Oq of approximately 0.03 can be ...
... approximately 1 km x 1 km , which was found to be big enough to cover one or more complete ocean wave periods , and small enough to reflect sea ice inhomogenities . It was found that a threshold for Oq of approximately 0.03 can be ...
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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