Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 122
around the buckle exceeds its initial straight length L the force in the buckle falls to P , say . Because of this force reduction , the length L increases slightly : for small buckle lengths and / or high enough friction coefficients k ...
around the buckle exceeds its initial straight length L the force in the buckle falls to P , say . Because of this force reduction , the length L increases slightly : for small buckle lengths and / or high enough friction coefficients k ...
Page 126
Also shown is the buckle length Lc of 53.4m at which the rockdumps first interact with the slipping lengths adjacent to the buckle . difference is , perhaps , a justification for not pursuing the complex analysis of the rigid point ...
Also shown is the buckle length Lc of 53.4m at which the rockdumps first interact with the slipping lengths adjacent to the buckle . difference is , perhaps , a justification for not pursuing the complex analysis of the rigid point ...
Page 85
Water depth 400 m , umbilical length 470 m and current speed 0.4 m / s . 470 m 600 m 10 20 30 10 Dynamic Analysis The force amplitude at the lower end as a function of umbilical length is given in Figure 5. The amplitude obtained is ...
Water depth 400 m , umbilical length 470 m and current speed 0.4 m / s . 470 m 600 m 10 20 30 10 Dynamic Analysis The force amplitude at the lower end as a function of umbilical length is given in Figure 5. The amplitude obtained is ...
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Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE INDUSTRY OUTLOOK 89 | 69 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
Copyright | |
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Common terms and phrases
analysis applied assumed bending bottom buckling bundle calculated caused coefficient Conference considered construction cost crack dependent depth determined developed diameter direction displacement effect Engineering equation experiments factor failure field Figure flow force function geometry given heat horizontal hydrogen included increase indicated initial installation internal length lift force limit load lower material maximum measured Mechanics metal method monitoring movement natural obtained occur Offshore operation parameters pass pipe pipeline position possible predicted present pressure problem procedure production ratio reduced REFERENCES reliability repair Research resistance response scour seabed separator shown shows simulation soil solution span steel strength stress structural surface Table temperature term tion tool velocity vertical vibration wave weight welding zone
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1989 |
| Export Citation | BiBTeX EndNote RefMan |