Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 64
Page 136
1.0 -P1 1.0 -P2 -P3 C > 100 - Oь . C = 0.5 5.0 10.0obo o.5t gola 0.54 0.5 d / D = 0.5 Fixed ends Simple support d / D -0.5 Pipe P , Simple supports 1 2 3 un 5 0.5 1.5 2.0 Со 1.0 Со Fig.4 Variation of Nondimentional Bending Stress with ...
1.0 -P1 1.0 -P2 -P3 C > 100 - Oь . C = 0.5 5.0 10.0obo o.5t gola 0.54 0.5 d / D = 0.5 Fixed ends Simple support d / D -0.5 Pipe P , Simple supports 1 2 3 un 5 0.5 1.5 2.0 Со 1.0 Со Fig.4 Variation of Nondimentional Bending Stress with ...
Page 137
P 2.0 P2 ( qww / N ) 90 Co = 0 d / D = 0.5 Pipe - P Fixed ends ܝܝ 1 Oь Obu 1.0 81 CD = 0 Fixed ends 1.0 10 100 1000 C ( log scale ) Variation of Bending Stress with Correlation coefficient . Fig . 8 0.25 0.75 1.0 0.5 d / D Fig.10 ...
P 2.0 P2 ( qww / N ) 90 Co = 0 d / D = 0.5 Pipe - P Fixed ends ܝܝ 1 Oь Obu 1.0 81 CD = 0 Fixed ends 1.0 10 100 1000 C ( log scale ) Variation of Bending Stress with Correlation coefficient . Fig . 8 0.25 0.75 1.0 0.5 d / D Fig.10 ...
Page 272
Unlike pressure , temperature variation has a significant effect on the results as can be seen in Table 9. The variation in Z , A and L is greater than 10 % for 10 % variation in temperature . The changes in A and L are appreciable for ...
Unlike pressure , temperature variation has a significant effect on the results as can be seen in Table 9. The variation in Z , A and L is greater than 10 % for 10 % variation in temperature . The changes in A and L are appreciable for ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
Seabed Scour Under Pipelines | 33 |
Flow Around and Forces on a Pipeline Near a Scoured | 39 |
MEASUREMENTS OF PIPELINE LEAK DETECTION | 55 |
Copyright | |
26 other sections not shown
Other editions - View all
Common terms and phrases
analysis application approach Arctic areas assumed axial bending bottom boundary buckling calculated carried caused coefficient combined compared compression considered corrosion cost cylinder deformation depth detection determined developed diameter direction displacement drag effect element Engineering equation example experimental experiments field Figure flow force frequency function given ground heat increase installation International leak length lift lift force limit liquid load material maximum mean measured Mechanics metal method monitoring movement normal obtained offshore operating parameters performed period phase pipe pipeline position predicted present pressure problem procedure properties range ratio regular waves relatively response scour seabed shown shows simulated soil solution span steel strain stress structural surface Table technique temperature thickness tion values variation velocity wall wave welding zone
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Export Citation | BiBTeX EndNote RefMan |