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 36
... presented by Corona and Kyriakides , 1988. This can be summarized as follows : The tube is bent by pure bending to a curvature x in the pres- ence of external pressure P , as shown in Fig . 4. The tube is assumed to deform uniformly ...
... presented by Corona and Kyriakides , 1988. This can be summarized as follows : The tube is bent by pure bending to a curvature x in the pres- ence of external pressure P , as shown in Fig . 4. The tube is assumed to deform uniformly ...
Page 53
... Presented at International Conference on Pipe Technology . and AIM Commission of European Communities , Rome , Nov. 1987 . 5. Hopkins , P. , " Limitations of Fitness - for - Purpose Assessments of Pipeline Girth Welds " . Presented at ...
... Presented at International Conference on Pipe Technology . and AIM Commission of European Communities , Rome , Nov. 1987 . 5. Hopkins , P. , " Limitations of Fitness - for - Purpose Assessments of Pipeline Girth Welds " . Presented at ...
Page 158
... presented by Mao , 1986. Mao clearly reports all experimental conditions presents the results in non - dimensional form so uncertainties due to different input data are avoided . All model tests are made without the pipe sagging effect ...
... presented by Mao , 1986. Mao clearly reports all experimental conditions presents the results in non - dimensional form so uncertainties due to different input data are avoided . All model tests are made without the pipe sagging effect ...
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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