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 224
... prediction . In contrast , the B31G failure equations gives inconsistent predictions and over - conservative predictions , particularly for relatively shallow and short corrosion were the predicted failure pressure is at higher level ...
... prediction . In contrast , the B31G failure equations gives inconsistent predictions and over - conservative predictions , particularly for relatively shallow and short corrosion were the predicted failure pressure is at higher level ...
Page 225
... Prediction Guidance Development The non - linear finite element method has been used extensively in the study ( close to 500 analyses ) to predict failure pressures for a large range of linepipe sizes , pipe materials , corrosion ...
... Prediction Guidance Development The non - linear finite element method has been used extensively in the study ( close to 500 analyses ) to predict failure pressures for a large range of linepipe sizes , pipe materials , corrosion ...
Page 277
... prediction The wave data acquired at the site for successive 19 years are listed in Table 2. Probability distribution of the response during 100 years can be estimated extrapolating the trend evaluated using those wave data . Two kinds ...
... prediction The wave data acquired at the site for successive 19 years are listed in Table 2. Probability distribution of the response during 100 years can be estimated extrapolating the trend evaluated using those wave data . Two kinds ...
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