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 16
... considered due to a desirable increase in hardenability by copper addition , which suppresses the formation of coarse proeutectoid ferrite in the austenite - grain boundaries of HAZ and makes fine - grained acicular ferrite form . When ...
... considered due to a desirable increase in hardenability by copper addition , which suppresses the formation of coarse proeutectoid ferrite in the austenite - grain boundaries of HAZ and makes fine - grained acicular ferrite form . When ...
Page 68
... Considered Wave Flow Reynolds Number Rew Not Considered Pipe Diameter Wall Thickness III 0.102 0.61 E 0.0119 0.0191 Keulagan Carpenter Number KC Preserved Hydrodynamic Diameter m 0.1032 0.6628 Wave Frequency Ratio Specific Gravity fw ...
... Considered Wave Flow Reynolds Number Rew Not Considered Pipe Diameter Wall Thickness III 0.102 0.61 E 0.0119 0.0191 Keulagan Carpenter Number KC Preserved Hydrodynamic Diameter m 0.1032 0.6628 Wave Frequency Ratio Specific Gravity fw ...
Page 101
... considered as thin tubes . Thus , the existing thin or- thotropic layer equations developed in [ 9 ] may be applied and material constants are more readily obtained . Thin Isotropic / Orthotropic Tube Layers The development of ...
... considered as thin tubes . Thus , the existing thin or- thotropic layer equations developed in [ 9 ] may be applied and material constants are more readily obtained . Thin Isotropic / Orthotropic Tube Layers The development of ...
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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