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 18
In the following , a method for delivery of flowline bundles from sites in Norway is outlined . The method is free of the constraints mentioned above and employs a few technical improvements . are DESCRIPTION OF A FLOWLINE BUNDLE to ...
In the following , a method for delivery of flowline bundles from sites in Norway is outlined . The method is free of the constraints mentioned above and employs a few technical improvements . are DESCRIPTION OF A FLOWLINE BUNDLE to ...
Page 167
In this method the flexible system is decomposed into elements that are connected to each other at discrete nodal points . ... The main advantage of this method is its easy handling of different material characteristics and boundary ...
In this method the flexible system is decomposed into elements that are connected to each other at discrete nodal points . ... The main advantage of this method is its easy handling of different material characteristics and boundary ...
Page 217
The above method of obtaining starting points and computing turning points is very useful because it does not depend on external information to initiate the procedure . In addition , unlike the method of [ 10 ] , it allows computation ...
The above method of obtaining starting points and computing turning points is very useful because it does not depend on external information to initiate the procedure . In addition , unlike the method of [ 10 ] , it allows computation ...
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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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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