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 144
4 , referring to the simulation of the geomech anical behavior of the sea floor , compares the relative influence of ... the contemporary presence of very weak and very strong zones can be successfully simulated by the Turning Bands ...
4 , referring to the simulation of the geomech anical behavior of the sea floor , compares the relative influence of ... the contemporary presence of very weak and very strong zones can be successfully simulated by the Turning Bands ...
Page 167
3 IFP initiated from Ti - oxide particles in specimen quenched from 600 ° C during cooling of simulated thermal cycle test . -60 40 50 60 70 80 Volume fraction of IFP ( % ) Fig . 5 Relationship between volume fraction of IFP and Charpy ...
3 IFP initiated from Ti - oxide particles in specimen quenched from 600 ° C during cooling of simulated thermal cycle test . -60 40 50 60 70 80 Volume fraction of IFP ( % ) Fig . 5 Relationship between volume fraction of IFP and Charpy ...
Page 168
IFP formation is greatly affected by the peak temperature and cooling rate in the simulated thermal cycle test . For instance , when cooling time from 800 ° to 500 ° C is 96sec , the volume fraction of IFP reaches a fairly high level at ...
IFP formation is greatly affected by the peak temperature and cooling rate in the simulated thermal cycle test . For instance , when cooling time from 800 ° to 500 ° C is 96sec , the volume fraction of IFP reaches a fairly high level at ...
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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 | |
26 other sections not shown
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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 |