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 54
... yield before the total section in front of the stiffener reached the yield stress load . If the material was perfectly plastic it would be ex- pected that a region in a given section close to the stiffener Figure 5 : Relation between ...
... yield before the total section in front of the stiffener reached the yield stress load . If the material was perfectly plastic it would be ex- pected that a region in a given section close to the stiffener Figure 5 : Relation between ...
Page 56
... yield- ing ) the equations differ significantly , and Eq . ( 3 ) gives an overestimation of ke for this stress range ... yield stress , namely , ASS50-1 , ASS20-1,2 and BSS50-1 . est These estimated points were considered to have the ...
... yield- ing ) the equations differ significantly , and Eq . ( 3 ) gives an overestimation of ke for this stress range ... yield stress , namely , ASS50-1 , ASS20-1,2 and BSS50-1 . est These estimated points were considered to have the ...
Page 286
... yield stress significantly . The yield stress at 5 % pre - strain under static condition of 104 / s exceeds one under high - speed loading without pre - strain . The strain rate dependence for the pre - strained steels is somewhat ...
... yield stress significantly . The yield stress at 5 % pre - strain under static condition of 104 / s exceeds one under high - speed loading without pre - strain . The strain rate dependence for the pre - strained steels is somewhat ...
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