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 48
... diameter Although the standard deviation of pipe diameter is nearly two times that of the wall thickness , as shown in Figure 5 for welded pipes , it is in the order of 1/1000 of the diameter . This indicates that the pipe diameter may ...
... diameter Although the standard deviation of pipe diameter is nearly two times that of the wall thickness , as shown in Figure 5 for welded pipes , it is in the order of 1/1000 of the diameter . This indicates that the pipe diameter may ...
Page 150
... 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 , and Fig . 9 gives the Maximum ...
... 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 , and Fig . 9 gives the Maximum ...
Page 216
... diameter at the interval of 1 mm for a squared flame of stainless steel . The stirrer B shown in Fig.1 ( c ) is made ... diameter of outlet pipe and impellor of the centrifugal pump A are 30 mm and 124 mm , respectively . The diameter of ...
... diameter at the interval of 1 mm for a squared flame of stainless steel . The stirrer B shown in Fig.1 ( c ) is made ... diameter of outlet pipe and impellor of the centrifugal pump A are 30 mm and 124 mm , respectively . The diameter of ...
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