Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 165
However , the toughness in the weld , especially the heat - affected zone ( HAZ ) , is not always satisfactory . Therefore , numerous studies have so far been conducted on the improvement of the HAZ toughness ; though , epoch - making ...
However , the toughness in the weld , especially the heat - affected zone ( HAZ ) , is not always satisfactory . Therefore , numerous studies have so far been conducted on the improvement of the HAZ toughness ; though , epoch - making ...
Page 169
TiO steel o TiN steel 2.00 1.00 th 0.50 Critical CTOD value at -10 ° C ( mm ) a QO000 0.10 8 0.05 10 30 45 70 100 Heat input ( kJ / cm ) Fig . 11 Critical CTOD values for various heat input levels of welding weld layers was varied with ...
TiO steel o TiN steel 2.00 1.00 th 0.50 Critical CTOD value at -10 ° C ( mm ) a QO000 0.10 8 0.05 10 30 45 70 100 Heat input ( kJ / cm ) Fig . 11 Critical CTOD values for various heat input levels of welding weld layers was varied with ...
Page 288
There are two ways of combating these problems in a liquid line , namely , retarding the heat flow through the walls of the pipe by adding insulation or adding heat via heaters or heat traces . Most liquid lines in cold environments ...
There are two ways of combating these problems in a liquid line , namely , retarding the heat flow through the walls of the pipe by adding insulation or adding heat via heaters or heat traces . Most liquid lines in cold environments ...
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Contents
Seabed Scour Under Pipelines | 33 |
Flow Around and Forces on a Pipeline Near a Scoured | 39 |
MEASUREMENTS OF PIPELINE LEAK DETECTION | 55 |
Copyright | |
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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 |