Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Parts 2-3American Society of Mechanical Engineers, 1997 - Arctic regions |
From inside the book
Results 1-3 of 80
Page 226
... maximum of the relative rate of replaced elements depends from many factors including environment , fabrication quality , loading , etc. It can be seen on the Figure 10 that the maximum and distribution of the relative rate of replaced ...
... maximum of the relative rate of replaced elements depends from many factors including environment , fabrication quality , loading , etc. It can be seen on the Figure 10 that the maximum and distribution of the relative rate of replaced ...
Page 285
... maximum excess pore water pressure becomes larger as the depth becomes larger . The pore pressure gauge W3 , which is mounted at the deepest point , shows that its maximum excess pore water pressure is 100 gf / cm2 and the ratio of the ...
... maximum excess pore water pressure becomes larger as the depth becomes larger . The pore pressure gauge W3 , which is mounted at the deepest point , shows that its maximum excess pore water pressure is 100 gf / cm2 and the ratio of the ...
Page 261
... Maximum principal stress output in Case 1 ( straight wide plate model ) as a function of CTOD . b ) maximum principal stress distribution at ring 2 at a CTOD = 0.17 mm . Case 2. The results for case 2 are shown in Figure 8. In general ...
... Maximum principal stress output in Case 1 ( straight wide plate model ) as a function of CTOD . b ) maximum principal stress distribution at ring 2 at a CTOD = 0.17 mm . Case 2. The results for case 2 are shown in Figure 8. In general ...
Contents
SPECTRAL MODELLING OF WAVES | 1 |
RISK ANALYSIS | 33 |
PROBABILISTIC MODELLING OF WAVES | 99 |
Copyright | |
6 other sections not shown
Other editions - View all
Common terms and phrases
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