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 169
PIPE DIAM : 0 CURRENT VELOCITY : V SCOUR DEPTH : Yer The amplitude variation in the horizontal and the vertical direction in the first 0.91 hours after the start of a test is shown in Figure 4 , and the maximum amplitude in both ...
PIPE DIAM : 0 CURRENT VELOCITY : V SCOUR DEPTH : Yer The amplitude variation in the horizontal and the vertical direction in the first 0.91 hours after the start of a test is shown in Figure 4 , and the maximum amplitude in both ...
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 ...
Page 115
The pitching moment versus angle of attack is shown in Fig.5 in which the straight line stands for linearized approximation within a = + 5 degrees . The linearity of the pitching moment and yawing moment of the PTEROA model is hold ...
The pitching moment versus angle of attack is shown in Fig.5 in which the straight line stands for linearized approximation within a = + 5 degrees . The linearity of the pitching moment and yawing moment of the PTEROA model is hold ...
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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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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 |