Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2002 - Arctic regions |
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Page 45
... predicted life , but distinct critical regions ) : the predicted life of the studless chain link was 1,5 higher than for the stud chain link . However , the elastoplastic models present a very distinct behavior : the predicted life for ...
... predicted life , but distinct critical regions ) : the predicted life of the studless chain link was 1,5 higher than for the stud chain link . However , the elastoplastic models present a very distinct behavior : the predicted life for ...
Page 489
... predicted almost identical results . In Figure 7 for the case b < a the Paris - Erdogan relation ( Equation 1 with AKth = 0 ) is shown to grossly underestimate the fatigue life . Considering the scatter in the experimental data , an ...
... predicted almost identical results . In Figure 7 for the case b < a the Paris - Erdogan relation ( Equation 1 with AKth = 0 ) is shown to grossly underestimate the fatigue life . Considering the scatter in the experimental data , an ...
Page 689
... prediction , the false - negative error rate is estimated to fall between 7 % and 25 % , so that even when the model predicts no jam , there can be up to a 25 % chance that a jam will form . Because false - negative errors are more ...
... prediction , the false - negative error rate is estimated to fall between 7 % and 25 % , so that even when the model predicts no jam , there can be up to a 25 % chance that a jam will form . Because false - negative errors are more ...
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21st International Conference alloys analysis anchor applied assessment axial calculated coating coefficient composite compressive Conference on Offshore corrosion crack growth crack initiation damage defect deformation depth Det Norske Veritas developed diameter displacement distribution effect Engineering June 23-28 equation evaluation failure fatigue crack fatigue test Figure finite element flaw flexible pipe flowline fracture mechanics fracture toughness function Grade heat hydrogen hydrogen embrittlement ice load increase installation insulation integrity joint laser weld layer length longitudinal maximum measured mechanical properties method Norsk Hydro Norway Offshore Mechanics parameters performed piezoelectric pipeline plastic plate predicted pressure reliability residual stress rope S-N curve safety factors sensors shown simulation solution specimens steel strain strength stress range surface syntactic foam Table Technology temperature tensile tension thermal thermal conductivity thermal insulation thickness titanium titanium risers uncertainties variables velocity Weibull distribution yield strength