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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alloys analysis applied approximately assessment bending calculated carried coating compared composite compressive considered corrosion crack crack growth curve cycles damage defect deformation depth determined developed direction distribution effect element Engineering equation estimated evaluation experience factor failure fatigue field Figure flaw flexible fracture function geometry given Grade heat higher hydrogen important increase initial installation insulation integrity International joint length limit load locations lower material maximum mean measured mechanical method observed obtained Offshore operation parameters performed pipe plate predicted present pressure problem procedure production properties range reliability residual resistance respectively riser rope safety samples shown shows side simulation solution specimens standard steel strain strength stress structure surface Table temperature tensile tension thermal thickness titanium toughness uncertainties variables weld