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 2
... term in the right side of the eq . correlates to the hardness change of V free steel caused by a decrease in dislocation density and substructual change . Therefore , the difference ( AHv ) between the first term and the second term ...
... term in the right side of the eq . correlates to the hardness change of V free steel caused by a decrease in dislocation density and substructual change . Therefore , the difference ( AHv ) between the first term and the second term ...
Page 129
... term ( 3 hours ) state description , the hydro- dynamic load and soil resistance modelling as well as statistical ... terms of the basic random variables . In turn , this is caused by a complex transformation from the basic load and ...
... term ( 3 hours ) state description , the hydro- dynamic load and soil resistance modelling as well as statistical ... terms of the basic random variables . In turn , this is caused by a complex transformation from the basic load and ...
Page 133
... term uncertainty is less important for increased correlati- on between the long term environmental parameters . For fully correlated variables the design values should be based on equal probability levels related to each mar- ginal ...
... term uncertainty is less important for increased correlati- on between the long term environmental parameters . For fully correlated variables the design values should be based on equal probability levels related to each mar- ginal ...
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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