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 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
Requirements to Linepipe Material and Manufacture | 99 |
Copyright | |
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airport amplitude analysis ASME axial beam bending bending moment bottom boundary buckling calculated characteristics clad plate coefficient collapse condition corrosion cross-flow deflection deformation density Det Norske Veritas diameter direction displacement dynamic elastic Engineering equation evaluated experimental failure probability fatigue Figure floating airport flow fluid force free span function hoop stress horizontal hydrodynamic Hydroelastic in-line VIV incident waves instability region installation Japan large floating structure length limit limit state design linepipe load effects maximum measured Mega-Float method mode mooring motion MULTISPAN natural frequencies normal numerical obtained Offshore OMAE parameters pipe pipeline prediction pump reduced velocity reliability requirements response safety class safety factors safety levels seabed shown simulation Statoil steel strain stress surface Table temperature thickness titanium trawl turbulence uncertainty velocity potential vertical vibration VLFS Vortex Induced Vibrations water depth wave height welding yield strength