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 57
... failure , failure location , nature of repair procedure , etc. The results indicate that corrosion , storms and mud slides , and mechanical damage due to third - party incidents are the principal sources of pipeline failures . The ...
... failure , failure location , nature of repair procedure , etc. The results indicate that corrosion , storms and mud slides , and mechanical damage due to third - party incidents are the principal sources of pipeline failures . The ...
Page 61
... failure data presented here has resulted in identification of significant trends in pipeline failures . It is convenient to convert the failure data to a probability of failure or the failure rate per km - year or mile - year of the ...
... failure data presented here has resulted in identification of significant trends in pipeline failures . It is convenient to convert the failure data to a probability of failure or the failure rate per km - year or mile - year of the ...
Page 175
... failures , i.e. with a typical bending of pipeline with a possible failure within a critical section and with a time failure . Here we hold the idea given above , i.ei the idea of Poisson failure flow by time and coordinate . Hence ...
... failures , i.e. with a typical bending of pipeline with a possible failure within a critical section and with a time failure . Here we hold the idea given above , i.ei the idea of Poisson failure flow by time and coordinate . Hence ...
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Common terms and phrases
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