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 7
... obtained for each grade . Table 3 shows the test results of HIC and SSC of X65 grade . SSC test was carried out according to NACE - TM - 01-77 ( test duration ; 720hrs ) . Failure was not observed while applied stress of 358MP a ...
... obtained for each grade . Table 3 shows the test results of HIC and SSC of X65 grade . SSC test was carried out according to NACE - TM - 01-77 ( test duration ; 720hrs ) . Failure was not observed while applied stress of 358MP a ...
Page 28
... obtained for this particular ensemble with circumferentially orientated crack tips and its equivalent slanted crack agree very well , within 9 % . The results obtained have been included in the fig . for clearity . As a next step it was ...
... obtained for this particular ensemble with circumferentially orientated crack tips and its equivalent slanted crack agree very well , within 9 % . The results obtained have been included in the fig . for clearity . As a next step it was ...
Page 52
... obtained that specifically address failure under plastic collapse conditions . This subject requires more thorough review of plastic collapse analysis of pipeline girth welds , but the methodology for obtaining partial safety factors is ...
... obtained that specifically address failure under plastic collapse conditions . This subject requires more thorough review of plastic collapse analysis of pipeline girth welds , but the methodology for obtaining partial safety factors is ...
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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