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 6
... toughness and the area fraction of M - A . HAZ toughness is deteriorated with increasing the area fraction of M - A . 781 10 B • ◇ ; 0.046C O ; 0.064-0.072C CLR ( % ) 100 200 300 400 500 600 OLAC stop temp . ( ° C ) Fig.15 Effect of ...
... toughness and the area fraction of M - A . HAZ toughness is deteriorated with increasing the area fraction of M - A . 781 10 B • ◇ ; 0.046C O ; 0.064-0.072C CLR ( % ) 100 200 300 400 500 600 OLAC stop temp . ( ° C ) Fig.15 Effect of ...
Page 7
... toughness in Nb- V bearing steels . Open marks in the figure indicate the toughness in the single cycle and solid marks indicate the double cycle toughness . The relationship between the area fraction of M - A and the HAZ toughness of ...
... toughness in Nb- V bearing steels . Open marks in the figure indicate the toughness in the single cycle and solid marks indicate the double cycle toughness . The relationship between the area fraction of M - A and the HAZ toughness of ...
Page 13
... toughness . 1. INTRODUCTION Large - diameter line pipe used in arctic regions or for the transportation of chilled gas is required to have high- strength and superior toughness at low - temperature to ap- proximately -60 ° C . Generally ...
... toughness . 1. INTRODUCTION Large - diameter line pipe used in arctic regions or for the transportation of chilled gas is required to have high- strength and superior toughness at low - temperature to ap- proximately -60 ° C . Generally ...
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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