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 76
Assessment of the annulus environment based on each design and particular
operating condition is a specified requirement2 ) . If the pipe is in dynamic service
, such as a riser system , a corrosion fatigue assessment is necessary . This is ...
Assessment of the annulus environment based on each design and particular
operating condition is a specified requirement2 ) . If the pipe is in dynamic service
, such as a riser system , a corrosion fatigue assessment is necessary . This is ...
Page 87
Proceedings of OMAE ' 02 21st International Conference on Offshore Mechanics
and Artic Engineering June 23 - 28 , 2002 , Oslo , Norway RELIABILITY BASED
FATIGUE SAFETY ASSESSMENT OF OFFSHORE STRUCTURES IN ICE ZONE
...
Proceedings of OMAE ' 02 21st International Conference on Offshore Mechanics
and Artic Engineering June 23 - 28 , 2002 , Oslo , Norway RELIABILITY BASED
FATIGUE SAFETY ASSESSMENT OF OFFSHORE STRUCTURES IN ICE ZONE
...
Page 547
Section 25 ( Assessment of existing structures ) includes a more detailed
approach to develop assessment procedures to demonstrate that existing
installations are ' fit for purpose ' . The formal assessment process includes six
main elements ...
Section 25 ( Assessment of existing structures ) includes a more detailed
approach to develop assessment procedures to demonstrate that existing
installations are ' fit for purpose ' . The formal assessment process includes six
main elements ...
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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