Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6; Volume 8, Parts 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 121
THERMAL BUCKLING OF PIPELINES CLOSE TO RESTRAINTS R. E. Hobbs , Reader and F. Liang , Former Student Civil Engineering Department Imperial College London , United Kingdom 121 Constants Constants for Lateral Buckling Modes 1 I FLOW ...
THERMAL BUCKLING OF PIPELINES CLOSE TO RESTRAINTS R. E. Hobbs , Reader and F. Liang , Former Student Civil Engineering Department Imperial College London , United Kingdom 121 Constants Constants for Lateral Buckling Modes 1 I FLOW ...
Page 125
If , on the other hand , the total length of buckled pipe is considered , mode 4 involves some 177m while only 90m is ... This minimum represents a temperature below which buckling is impossible in an initially perfectly straight line ...
If , on the other hand , the total length of buckled pipe is considered , mode 4 involves some 177m while only 90m is ... This minimum represents a temperature below which buckling is impossible in an initially perfectly straight line ...
Page 127
Euler mode buckling of submarine flowlines under operating conditions " . Proceedings , 6th International Conference on Offshore Mechanics and Arctic Engineering ASME , New York , Offshore and Arctic Pipelines , 1987 , pp 51-62 .
Euler mode buckling of submarine flowlines under operating conditions " . Proceedings , 6th International Conference on Offshore Mechanics and Arctic Engineering ASME , New York , Offshore and Arctic Pipelines , 1987 , pp 51-62 .
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Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE INDUSTRY OUTLOOK 89 | 69 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
Copyright | |
13 other sections not shown
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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 forces 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 range 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; Volume 8, Parts 5-6 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1989 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |