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 9
... coefficient of water decreased with increasing pressure . 70 ° C the permeation coefficient of water was 9.0.10 % at 25 bar and 6.9-106 at 75 bar , and at 95 ° C it was 11.6-10 % at 25 bar and 6.9.10 at 100 bar . Possible explanations ...
... coefficient of water decreased with increasing pressure . 70 ° C the permeation coefficient of water was 9.0.10 % at 25 bar and 6.9-106 at 75 bar , and at 95 ° C it was 11.6-10 % at 25 bar and 6.9.10 at 100 bar . Possible explanations ...
Page 10
... coefficient determined in the small - scale tests was 5-10 cm2 / ( s - bar ) at 70 ° C . See Figure 6. This fits ... coefficient throughout the test period can be estimated . The total permeated volume will be the water collected in the ...
... coefficient determined in the small - scale tests was 5-10 cm2 / ( s - bar ) at 70 ° C . See Figure 6. This fits ... coefficient throughout the test period can be estimated . The total permeated volume will be the water collected in the ...
Page 266
... coefficient has quite the same potential dependence as the degradation behavior of the SSRT property , namely , the fracture time . The hydrogen diffusion coefficient monotonically increases with increasing applied cathodic potential in ...
... coefficient has quite the same potential dependence as the degradation behavior of the SSRT property , namely , the fracture time . The hydrogen diffusion coefficient monotonically increases with increasing applied cathodic potential in ...
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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