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 213
... Figure 7 - Protection layer. action with the sediment layer , as shown in figure 3. The 6 mm original thickness was reduced to less then 2 mm . Figures 4 and 5 show typical results of scanning electron microscope for the cable protection ...
... Figure 7 - Protection layer. action with the sediment layer , as shown in figure 3. The 6 mm original thickness was reduced to less then 2 mm . Figures 4 and 5 show typical results of scanning electron microscope for the cable protection ...
Page 222
... Figure 6 shows changes of the ET / Es ratios of the four API linepipes . As shown in the figure , the ET / Es ratios decrease quickly at small strains less than 0.5 % . However the Er / Es ratios gradually decrease and become to be ...
... Figure 6 shows changes of the ET / Es ratios of the four API linepipes . As shown in the figure , the ET / Es ratios decrease quickly at small strains less than 0.5 % . However the Er / Es ratios gradually decrease and become to be ...
Page 601
... Figures 9 & 10 . DISCUSSION For the purpose of comparison , the SN results from the tubular joint tests for BS4360 50D and SE702 are shown in Figure 11 . This figure includes the T ' air and CP curves and the 50D data which largely ...
... Figures 9 & 10 . DISCUSSION For the purpose of comparison , the SN results from the tubular joint tests for BS4360 50D and SE702 are shown in Figure 11 . This figure includes the T ' air and CP curves and the 50D data which largely ...
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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