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 101
OMAE2001 / PIPE - 4006 Abstract The paper discusses the investigation of
deepwater unburied pipeline expansion ... Practical and proven methods to
design pipelines in the presence of these phenomenon are presented
developing pipeline ...
OMAE2001 / PIPE - 4006 Abstract The paper discusses the investigation of
deepwater unburied pipeline expansion ... Practical and proven methods to
design pipelines in the presence of these phenomenon are presented
developing pipeline ...
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 105
In order to take advantages of the pipeline ability to absorb thermal elongation (
self - compesantory ) , it is necessary to provide pipeline maximum freedom in the
lateral direction . The best design solution for that is unburied marine pipeline .
In order to take advantages of the pipeline ability to absorb thermal elongation (
self - compesantory ) , it is necessary to provide pipeline maximum freedom in the
lateral direction . The best design solution for that is unburied marine pipeline .
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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 | |
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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