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 126
Lateral buckling with restraints Figure 11 compares the effects of rockdumps and rigid restraints at three different spacings D , against the baseline case D = c . 160 140 Figure 12 illustrates the effect of rigid restraints and ...
Lateral buckling with restraints Figure 11 compares the effects of rockdumps and rigid restraints at three different spacings D , against the baseline case D = c . 160 140 Figure 12 illustrates the effect of rigid restraints and ...
Page 169
The dominant lift force effect will occur only for a very short time period . As the distance increases , and the flow under the pipe increases , the lift force effect is reduced and the vortex shedding becomes the dominant effect .
The dominant lift force effect will occur only for a very short time period . As the distance increases , and the flow under the pipe increases , the lift force effect is reduced and the vortex shedding becomes the dominant effect .
Page 297
The effect of the heat cycle of the F1 pass on the root pass HAZ was studied by giving the third heat cycle with the peak temperature , Tp3 : The result is shown in Fig . 7 . The heat cycle of the F1 pass decreased all the hardness ...
The effect of the heat cycle of the F1 pass on the root pass HAZ was studied by giving the third heat cycle with the peak temperature , Tp3 : The result is shown in Fig . 7 . The heat cycle of the F1 pass decreased all the hardness ...
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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 |