Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Parts 5-6American Society of Mechanical Engineers, 1997 - Arctic regions |
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Page 221
... corrosion or corrosion groups is not considered . Many years of experience in the pipeline industry has demonstrated that the use of the existing code can lead to an overly - conservative assessment when applied to certain linepipe ...
... corrosion or corrosion groups is not considered . Many years of experience in the pipeline industry has demonstrated that the use of the existing code can lead to an overly - conservative assessment when applied to certain linepipe ...
Page 227
... corrosion in linepipe under an internal pressure load . The aim is to establish improved guidelines for the fitness - for - purpose assessment of pipelines with smooth corrosion defects . A large number of full - scale burst tests and ...
... corrosion in linepipe under an internal pressure load . The aim is to establish improved guidelines for the fitness - for - purpose assessment of pipelines with smooth corrosion defects . A large number of full - scale burst tests and ...
Page 285
... corrosion resistance to sea water for a floating structure hull . A combination of corrosion resistant , metal clad plate for the splash zone and painting with cathodic protection for the submerged area of the hull was identified ...
... corrosion resistance to sea water for a floating structure hull . A combination of corrosion resistant , metal clad plate for the splash zone and painting with cathodic protection for the submerged area of the hull was identified ...
Contents
FREE SPANNING PIPELINEMULTISPAN PROJECTS | 11 |
Design Guideline for Free Spanning Pipelines | 28 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
Copyright | |
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amplitude analysis ASME axial beam bending bending moment bottom boundary calculated characteristics coefficient collapse condition corrosion cross-flow defect deformation density Det Norske Veritas developed diameter displacement dynamic elastic electrodes Engineering equation evaluated experimental fatigue Figure floating airport flow rate fluid force free span function hoop stress horizontal hydrodynamic Hydroelastic impeller in-line VIV incident waves inspection instability region installation interaction Japan large floating structure length limit limit state design linepipe load effects maximum measured Mega-Float meter method mode mooring motion natural frequencies node numerical obtained Offshore parameters phase pipe predicted pressure distribution ratio reduced velocity reliability response safety class safety factors safety levels sand wave seabed simulation Statoil steel strain stress surface Table temperature thickness titanium trawl turbulence two-phase flow uncertainty velocity potential vertical vibration VLFS Vortex Induced Vibrations water depth wave height welding