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 60
... critical systems against hydrocarbon fire and explosion . documents which refer to duties of persons who design safety critical systems ; and / or documents which are relevant to the design of safety critical systems as a back - up for ...
... critical systems against hydrocarbon fire and explosion . documents which refer to duties of persons who design safety critical systems ; and / or documents which are relevant to the design of safety critical systems as a back - up for ...
Page 145
... critical value Tm . That the critical interval for the wave stress is not clear , is the only difference between them . As this is caused by the smaller sample size of original data , the critical interval will be clarified by analysis ...
... critical value Tm . That the critical interval for the wave stress is not clear , is the only difference between them . As this is caused by the smaller sample size of original data , the critical interval will be clarified by analysis ...
Page 321
... critical CTOD for the applied steel material . The main random variables which influence the required critical CTOD are the crack geometry parameters , the wall thickness and the wall stress components including residual stresses . The ...
... critical CTOD for the applied steel material . The main random variables which influence the required critical CTOD are the crack geometry parameters , the wall thickness and the wall stress components including residual stresses . The ...
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