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 158
... Figure 2- ( 1 ) to Figure 2- ( 3 ) respectively . In all cases , the value of decreases with an increase in cycles , and reaches a constant value of 0.025 kgf / cm2 regardless of the velocity . It was also found that the peak value of 7 ...
... Figure 2- ( 1 ) to Figure 2- ( 3 ) respectively . In all cases , the value of decreases with an increase in cycles , and reaches a constant value of 0.025 kgf / cm2 regardless of the velocity . It was also found that the peak value of 7 ...
Page 86
... figure 4 ( a ) , in which fractured elements disappear . The corn - shape fracturing pattern shown in figure 4 ( b ) , which is a pattern appeared in the experiment , was precisely demonstrated in the calculated result . ( N / m2 ) σ ...
... figure 4 ( a ) , in which fractured elements disappear . The corn - shape fracturing pattern shown in figure 4 ( b ) , which is a pattern appeared in the experiment , was precisely demonstrated in the calculated result . ( N / m2 ) σ ...
Page 289
... Figure 7 shows the microstructure of the titanium fillet weld and silver braze metal . Only typical microstructures were observed , and a coarsened grain structure was evident 625 clad plate Figure 5 ( d ) shows the surface appearance ...
... Figure 7 shows the microstructure of the titanium fillet weld and silver braze metal . Only typical microstructures were observed , and a coarsened grain structure was evident 625 clad plate Figure 5 ( d ) shows the surface appearance ...
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