Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 5American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 77
... analysis is required to determine the minimum distance ideally required between the platform facilities and ESD system . The safety study comprises three analyses : · o Explosion analysis damage caused to the platform by the initial ...
... analysis is required to determine the minimum distance ideally required between the platform facilities and ESD system . The safety study comprises three analyses : · o Explosion analysis damage caused to the platform by the initial ...
Page 99
... analysis of the internal response of the pipe section . Simplified analytical techniques for determining limit loads for flexible pipes are developed in [ 5,6 ] and finite element analyses are described in [ 7,8 ] . Finite element ...
... analysis of the internal response of the pipe section . Simplified analytical techniques for determining limit loads for flexible pipes are developed in [ 5,6 ] and finite element analyses are described in [ 7,8 ] . Finite element ...
Page 183
... analyses carried out for an ice keel rake angle of 150 degrees scouring stiff clay at a depth of 2.5 m are shown in Figure 4. The analysis models the keel as an inclined plate ( 30 degrees from the horizon- tal ) bearing on the soil ...
... analyses carried out for an ice keel rake angle of 150 degrees scouring stiff clay at a depth of 2.5 m are shown in Figure 4. The analysis models the keel as an inclined plate ( 30 degrees from the horizon- tal ) bearing on the soil ...
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addition analysis applied approach assessment assumed bending calculations caused considered CONTINUE corrosion crack damage deformation depth described diameter direction displacement distribution effect energy Engineering ensemble equations factors failure field Figure flow force fracture function given hole included increase initial installation internal layer length limit load material maximum mean measured mechanical method mode movement obtained occurred Offshore operation parameters pipe pipeline plastic plate platform position predicted presented pressure probability problem procedure properties radial range reduced relative reliability resistance response safety scaling scour seabed shown shows simulated soil solution span stability steel strain strength stress structure subsea surface Table term thickness toughness tracers tube uncertainty values valve variables wall wave weight weld