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 437
and a gradual uplifting of the flowline - a phenomenon that may be termed as
Upheaval Creep . Analysis Scope trench / backfill soil following its release ; i . e .
100 % effectiveness of pressurisation is achieved . However to various extents
the ...
and a gradual uplifting of the flowline - a phenomenon that may be termed as
Upheaval Creep . Analysis Scope trench / backfill soil following its release ; i . e .
100 % effectiveness of pressurisation is achieved . However to various extents
the ...
Page 558
A review of probabilistic models for the uncertainties in the fatigue and fracture
analysis of offshore structures has been carried out . This paper summarises
some of the results and main conclusions in fatigue reliability problems and the ...
A review of probabilistic models for the uncertainties in the fatigue and fracture
analysis of offshore structures has been carried out . This paper summarises
some of the results and main conclusions in fatigue reliability problems and the ...
Page 596
The remaining structures are actual North Sea platforms in various locations and
ages , and were nominated by each of the JIP sponsors for analysis . Diamond
Figure 7 Schematic of Different Redundancy Levels Studied . ures , cacing , but ...
The remaining structures are actual North Sea platforms in various locations and
ages , and were nominated by each of the JIP sponsors for analysis . Diamond
Figure 7 Schematic of Different Redundancy Levels Studied . ures , cacing , but ...
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analysis anchor applied assessment bending calculated carried coating compared composite compressive considered corrosion crack crack growth curve cycles damage defects deformation depth determined developed direction displacement distribution dynamic effect element Engineering equation estimated evaluation factor failure fatigue field Figure finite element flexible fracture function geometry given Grade heat increase initial installation insulation integrity International joint length limit load locations material maximum mean measured mechanical method mooring observed obtained Offshore operation parameters performed pipe plate predicted present pressure problem procedure production properties range reliability represent residual resistance respectively riser rope safety shown shows side simulation solution specimens stage standard steel strain strength stress structure surface Table temperature tensile tension thermal thickness titanium uncertainties variable weld