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 221
... table . As shown in Table 3 , the predictions performed by Eq . ( 5 ) are fairly good for the D / t ratios where the peak load strains obtained by the FEA are close to or greater than 1.0 % strain . This is because the n - values ...
... table . As shown in Table 3 , the predictions performed by Eq . ( 5 ) are fairly good for the D / t ratios where the peak load strains obtained by the FEA are close to or greater than 1.0 % strain . This is because the n - values ...
Page 282
... Table 1 . ENVIRONMENTAL DATA A typical North Sea set of environmental data is given in Table 3 . Length ( m ) Table 1 - Rope Data . Diameter ( mm ) Type 1 Type 2 800 650 186 160 MBL ( kN ) 9600 8300 Table 3 Hs ( m ) - Environmental Data ...
... Table 1 . ENVIRONMENTAL DATA A typical North Sea set of environmental data is given in Table 3 . Length ( m ) Table 1 - Rope Data . Diameter ( mm ) Type 1 Type 2 800 650 186 160 MBL ( kN ) 9600 8300 Table 3 Hs ( m ) - Environmental Data ...
Page 518
... Table 3 . The welding wire was in the vertical position and the laser beam in the horizontal position . Table 3 also shows details of plate only laser welded for comparison purposes . Dual process welding parameters were set to allow ...
... Table 3 . The welding wire was in the vertical position and the laser beam in the horizontal position . Table 3 also shows details of plate only laser welded for comparison purposes . Dual process welding parameters were set to allow ...
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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