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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Results 1-3 of 42
Page 5
... resistance In order to obtain high SSC resistance , it is essential to reduce hardness less than 248Hv at any part of pipe ( NACE - MR - 01-75 ) . Fig . 13 shows the maximum HAZ hardness in TIG bead on plate test ( heat input is 5.0kJ ...
... resistance In order to obtain high SSC resistance , it is essential to reduce hardness less than 248Hv at any part of pipe ( NACE - MR - 01-75 ) . Fig . 13 shows the maximum HAZ hardness in TIG bead on plate test ( heat input is 5.0kJ ...
Page 121
... resistance on sand , from three laboratory sources , with predictions using this model . The break - out resistance in the laboratory tests is found to be independent of the ( undisturbed ) relative soil density , for the basically ...
... resistance on sand , from three laboratory sources , with predictions using this model . The break - out resistance in the laboratory tests is found to be independent of the ( undisturbed ) relative soil density , for the basically ...
Page 126
... resistance is independent of the undisturbed relative soil density . The AGA soil resistance model is found to give a good prediction of the break - out force for all actual sand soil cases when used with a value of " relative density ...
... resistance is independent of the undisturbed relative soil density . The AGA soil resistance model is found to give a good prediction of the break - out force for all actual sand soil cases when used with a value of " relative density ...
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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