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 163
... compared with simulated response using different wave kinematics are compared in Table 5. The comparison shows that the simulation with out any increase in kinematics gives the best fit to the measured standard deviation of response ...
... compared with simulated response using different wave kinematics are compared in Table 5. The comparison shows that the simulation with out any increase in kinematics gives the best fit to the measured standard deviation of response ...
Page 211
... compared to the steels in the initial group ( AC70 , A537 - DQ and A707 ) which showed a SC - predominant pattern . EH36 steel ( Figure 11a ) also exhibited IGC in the short crack zone , but this was not as distinctive and was of a ...
... compared to the steels in the initial group ( AC70 , A537 - DQ and A707 ) which showed a SC - predominant pattern . EH36 steel ( Figure 11a ) also exhibited IGC in the short crack zone , but this was not as distinctive and was of a ...
Page 263
... compared with Case 2 where both bent and straight plate were analyzed . Compared with Figures 15 and 13 it an be seen that the difference in the maximum principal stress between the weld metal and HAZ has been enlarged in the high HAZ ...
... compared with Case 2 where both bent and straight plate were analyzed . Compared with Figures 15 and 13 it an be seen that the difference in the maximum principal stress between the weld metal and HAZ has been enlarged in the high HAZ ...
Contents
SPECTRAL MODELLING OF WAVES | 1 |
RISK ANALYSIS | 33 |
PROBABILISTIC MODELLING OF WAVES | 99 |
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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