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 39
... present in stud and studless chain links prior to operation to compare the fatigue life predicted by the traditional design methodology with the one predicted considering the residual stresses states present before operation . Numeric ...
... present in stud and studless chain links prior to operation to compare the fatigue life predicted by the traditional design methodology with the one predicted considering the residual stresses states present before operation . Numeric ...
Page 45
... present a similar behavior ( similar 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 ...
... present a similar behavior ( similar 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 ...
Page 366
... present study for internal overpressure . In order to maintain compatibility with the previously pro- posed design criterion for risers with external overpressure , it was decided in the present study that the a , factor should also be ...
... present study for internal overpressure . In order to maintain compatibility with the previously pro- posed design criterion for risers with external overpressure , it was decided in the present study that the a , factor should also be ...
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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