Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 161
QUALIFICATION PROGRAMME system developed for the relief of pressure built
up between the layers of flexible flowlines , except that liner in a flexible is
however internally supported by a carcass designed to resist hydrostatic
pressure .
QUALIFICATION PROGRAMME system developed for the relief of pressure built
up between the layers of flexible flowlines , except that liner in a flexible is
however internally supported by a carcass designed to resist hydrostatic
pressure .
Page 188
In order to simulate the real world the loading sequence was to steadily increase
the pressure up to the required value , before beginning to increase the bending .
The bending was steadily increased until the maximum bending moment was ...
In order to simulate the real world the loading sequence was to steadily increase
the pressure up to the required value , before beginning to increase the bending .
The bending was steadily increased until the maximum bending moment was ...
Page 288
pressure required for the two pipes to take a U - shape is higher than that for a
single pipe . psi . The pressure was then increased again to 3 , 420 psi and
maintained . No further drop of pressure was observed . When the PIP was
removed ...
pressure required for the two pipes to take a U - shape is higher than that for a
single pipe . psi . The pressure was then increased again to 3 , 420 psi and
maintained . No further drop of pressure was observed . When the PIP was
removed ...
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Contents
POLAR AND ARCTIC | 1 |
Analysis of Ice Force Spectra in Physical Experiments | 7 |
Progressive Damage Mechanism for Ductile Failure for Polycrystalline Ice and | 15 |
Copyright | |
16 other sections not shown
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Common terms and phrases
analysis applied approach Arctic assessment axial bending buckle cable calculated carrier cause coefficient collapse combination compared Conference considered corrosion cost crack damage defect dependent depth detailed determined developed diameter displacement distribution dynamic effect element Engineering equation experimental factor failure field Figure flexible flow flowline fluid force foundation fracture function geometry given grooves heat increase initial inspection installation internal lateral layer length limit liner load material maximum measured Mechanics method observed obtained occur Offshore operation parameters performed phase pipe pipeline position predicted presented pressure production range ratio reduced relation resistance respectively response riser risk sand seabed shown shows simulation soil solution specimens steel strain strength stress structure surface Table temperature tests thermal thickness values wave wrinkle
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2001 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791835375, 9780791835371 |
| Export Citation | BiBTeX EndNote RefMan |