Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Parts 2-3American Society of Mechanical Engineers, 1997 - Arctic regions |
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Page 317
... curve . However , the design ( i.e. mean minus two standard deviations ) curve based on a regression analysis of the actual data lies below the Class W ' design curve . The degree of misalignment is unclear from the papers . Applying a ...
... curve . However , the design ( i.e. mean minus two standard deviations ) curve based on a regression analysis of the actual data lies below the Class W ' design curve . The degree of misalignment is unclear from the papers . Applying a ...
Page 319
... curve fit to the entire dataset falls below the Class F design curve , indicating that the Class F , design curve is more appropriate , as recommended in [ 3 ] . The joints containing root defects would appear to be characterised by the ...
... curve fit to the entire dataset falls below the Class F design curve , indicating that the Class F , design curve is more appropriate , as recommended in [ 3 ] . The joints containing root defects would appear to be characterised by the ...
Page 329
... Curve Class F2 Design Curve ( 25mm ) 1.00E + 05 ས་ Endurance ( Cycles ) 14 AVA F 222 F2 1.00E + 08 1.00E + 07 FIGURE 11 S - N DATA FOR MISALIGNED SPECIMENS 10 1.00E + 04 Δ 22mm Plate X 30mm Plate O 51mm Plate Class F Design Curve ( 22mm ) ...
... Curve Class F2 Design Curve ( 25mm ) 1.00E + 05 ས་ Endurance ( Cycles ) 14 AVA F 222 F2 1.00E + 08 1.00E + 07 FIGURE 11 S - N DATA FOR MISALIGNED SPECIMENS 10 1.00E + 04 Δ 22mm Plate X 30mm Plate O 51mm Plate Class F Design Curve ( 22mm ) ...
Contents
SPECTRAL MODELLING OF WAVES | 1 |
RISK ANALYSIS | 33 |
PROBABILISTIC MODELLING OF WAVES | 99 |
Copyright | |
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alloys aluminium analysis applied ASME assessment base metal bending brittle fracture calculated coefficient corrosion fatigue crack arrestability crack depth crack growth crack tip CTOD curve damage defects deformation dent Det Norske Veritas developed distribution dynamic earthquake effect energy Engineering equation estimated evaluated factor failure fatigue crack Figure fracture mechanics fracture toughness frequency function heat increase initiation inspection Japan maintenance martensitic material maximum mbar measured mechanical properties method notch observed obtained offshore structures OMAE parameters peening performed pipe plastic platform prediction pressure procedure ratio reliability response risers S-N curve safety sea water seismic shielding gas ship shown in Fig simulation single-sided welds specimens spectra spectrum statistical steel plate strain stress range surface Table temperature tensile toughness tubular underwater underwater welding vertical wave height Weibull distribution weld metal welded joints width yield strength yield stress