Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 5American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 3
... relative thickness ( Satoh et al . , 1971 ) . Schematic drawing of the relative thickness ( W / T , W ; width of softening zone , T ; wall thickness ) is shown in Fig . 5 - a . Fig . 5 - b shows the hardness change in HAZ with change in ...
... relative thickness ( Satoh et al . , 1971 ) . Schematic drawing of the relative thickness ( W / T , W ; width of softening zone , T ; wall thickness ) is shown in Fig . 5 - a . Fig . 5 - b shows the hardness change in HAZ with change in ...
Page 4
... relative thickness value . Three types of steel , free , 0.01 % Nb and 0.03 % Nb containing , were used . The tensile strength of base metal was changed by varying the OLAC condition for each steel . The relative thickness increases ...
... relative thickness value . Three types of steel , free , 0.01 % Nb and 0.03 % Nb containing , were used . The tensile strength of base metal was changed by varying the OLAC condition for each steel . The relative thickness increases ...
Page 121
... relative soil density parameter in the model is found to yield a good prediction of the break - out resistance for all test data , covering pipe diameters from 0.3 m to 1.0 m and values of undisturbed relative soil density of the test ...
... relative soil density parameter in the model is found to yield a good prediction of the break - out resistance for all test data , covering pipe diameters from 0.3 m to 1.0 m and values of undisturbed relative soil density of the test ...
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addition analysis applied approach assessment assumed bending calculations caused considered CONTINUE corrosion crack damage deformation depth described diameter direction displacement distribution effect energy Engineering ensemble equations factors failure field Figure flow force fracture function given hole included increase initial installation internal layer length limit load material maximum mean measured mechanical method mode movement obtained occurred Offshore operation parameters pipe pipeline plastic plate platform position predicted presented pressure probability problem procedure properties radial range reduced relative reliability resistance response safety scaling scour seabed shown shows simulated soil solution span stability steel strain strength stress structure subsea surface Table term thickness toughness tracers tube uncertainty values valve variables wall wave weight weld