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 206
... Factor P and q , For a multiple crack problem , the stress intensity factor for each crack is influenced by the presence of the other cracks . This influence is generally quantified in terms of the interaction factor , which is denoted ...
... Factor P and q , For a multiple crack problem , the stress intensity factor for each crack is influenced by the presence of the other cracks . This influence is generally quantified in terms of the interaction factor , which is denoted ...
Page 320
... factor according to the DNV design code . The approximate " total " safety factor is given by Eq . 6 and the installation tension ( test load ) required to achieve this safety factor is given by Eq . 5 . Assuming that the soil consists ...
... factor according to the DNV design code . The approximate " total " safety factor is given by Eq . 6 and the installation tension ( test load ) required to achieve this safety factor is given by Eq . 5 . Assuming that the soil consists ...
Page 366
... factor should also be applied to the bending moment and axial force capacities for risers with internal overpressure . Table 3 presents the model uncertainty factor , predicted by the FE models , for titanium using the existing design ...
... factor should also be applied to the bending moment and axial force capacities for risers with internal overpressure . Table 3 presents the model uncertainty factor , predicted by the FE models , for titanium using the existing design ...
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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