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 83
... ( Bending ) : Collapse of pipes under pure buckling ( bending ) has been ... moment capacity , see e.g. BSI , 1993 or DNV'81 . For pipes under pure ... moment capacity : Mp.F = Mp cos cos { ΠΡ F ( 13 ) where the cosine term provides the ...
... ( Bending ) : Collapse of pipes under pure buckling ( bending ) has been ... moment capacity , see e.g. BSI , 1993 or DNV'81 . For pipes under pure ... moment capacity : Mp.F = Mp cos cos { ΠΡ F ( 13 ) where the cosine term provides the ...
Page 150
... Bending Moment with different pipe diameters , and Fig . 9 shows the relationship between the Bending Angle and the Maximum Strain . Figure 8 shows a larger diameter pipe being subjected to a smaller strain at the same Bending Moment ...
... Bending Moment with different pipe diameters , and Fig . 9 shows the relationship between the Bending Angle and the Maximum Strain . Figure 8 shows a larger diameter pipe being subjected to a smaller strain at the same Bending Moment ...
Page 7
The relation between wave bending moment Mm and deck strain Em is as follows . Mm = EmIm ( um ) X Em ( 1 ) where yn means the height of the aluminum honeycomb . The wave bending moment against the unit wave height is written as follows ...
The relation between wave bending moment Mm and deck strain Em is as follows . Mm = EmIm ( um ) X Em ( 1 ) where yn means the height of the aluminum honeycomb . The wave bending moment against the unit wave height is written as follows ...
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