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 102
force since elongation absorbs by pipeline lateral deviation . Therefore , pipeline
flexibility can contribute to absorb thermal elongation , and pipeline / jumper
integrity . including special boundary conditions caused by pipe - end sled /
PLEM ...
force since elongation absorbs by pipeline lateral deviation . Therefore , pipeline
flexibility can contribute to absorb thermal elongation , and pipeline / jumper
integrity . including special boundary conditions caused by pipe - end sled /
PLEM ...
Page 103
The considered case is a pipeline laid on seabed and restrained to move
laterally by soil deformation resistance , and by pipe - tosoil friction factor . Soil
resistance to lateral deviation is important and need to be considered . At the
present time ...
The considered case is a pipeline laid on seabed and restrained to move
laterally by soil deformation resistance , and by pipe - tosoil friction factor . Soil
resistance to lateral deviation is important and need to be considered . At the
present time ...
Page 105
Buried pipeline with heavy backfilled soil has a high tendency to deviate
vertically upward than laterally . Usually , this ... This approach can facilitate
lateral movement of the pipeline and induces snaking patterns . The obtained
results are ...
Buried pipeline with heavy backfilled soil has a high tendency to deviate
vertically upward than laterally . Usually , this ... This approach can facilitate
lateral movement of the pipeline and induces snaking patterns . The obtained
results are ...
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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 |