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 158
( 2 ) : CSO - Coflexip Stena Offshore g - acceleration due to gravity ha ( t ) - height
of axial groove ( function of time ) he ( t ) ... n - number grooves around
circumference ODL - liner outside diameter ( uninstalled ) ODp - pipeline outside
diameter ...
( 2 ) : CSO - Coflexip Stena Offshore g - acceleration due to gravity ha ( t ) - height
of axial groove ( function of time ) he ( t ) ... n - number grooves around
circumference ODL - liner outside diameter ( uninstalled ) ODp - pipeline outside
diameter ...
Page 159
Groove Depth to Wall Thickness Ratio - The depth of the groove as a proportion
of liner thickness will affect the stress concentration at the grooves . Thick walled
cylinder theory can be used to approximate the stress at the groove surface by ...
Groove Depth to Wall Thickness Ratio - The depth of the groove as a proportion
of liner thickness will affect the stress concentration at the grooves . Thick walled
cylinder theory can be used to approximate the stress at the groove surface by ...
Page 162
In order to determine the full operating envelope of this specific groove design
and to assist in future design a large ... lined pipeline stalk will require an end
termination which can be reeled and which will allow continuity of the liner
grooves .
In order to determine the full operating envelope of this specific groove design
and to assist in future design a large ... lined pipeline stalk will require an end
termination which can be reeled and which will allow continuity of the liner
grooves .
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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 |