Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 319
10-01 7 incidents oferibles 17 incidents to seel ling 1.0.02 11 T 1.004-03 Where no loss of containment incidents have been reported for pipelines in a particular group , the best estimate of frequency has been determined by assuming ...
10-01 7 incidents oferibles 17 incidents to seel ling 1.0.02 11 T 1.004-03 Where no loss of containment incidents have been reported for pipelines in a particular group , the best estimate of frequency has been determined by assuming ...
Page 440
( 1995 ) . a Cross - flow Vibrations for Pipeline on a Very Uneven Seabed : For a pipe with a natural frequency , fo , and diameter , D , subjected to a current velocity perpendicular to the pipe , U , the phenomenon of Vortex Induced ...
( 1995 ) . a Cross - flow Vibrations for Pipeline on a Very Uneven Seabed : For a pipe with a natural frequency , fo , and diameter , D , subjected to a current velocity perpendicular to the pipe , U , the phenomenon of Vortex Induced ...
Page 493
They affect Strouhal number and then vortex shedding frequency . This applies also to cross flow lockin . In the first in - line instability region , vortex shedding is symmetric and mainly induced by pipe oscillation ( with fixed pipe ...
They affect Strouhal number and then vortex shedding frequency . This applies also to cross flow lockin . In the first in - line instability region , vortex shedding is symmetric and mainly induced by pipe oscillation ( with fixed pipe ...
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Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 41 |
VOLUME IA OFFSHORE TECHNOLOGY | 97 |
SAFETY AND RELIABILITY | 137 |
Copyright | |
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allowable analysis applied approach approximately assessment associated axial bending buckling calculated cause coating compressive considered corrosion cost criteria critical curvature curve deformation depth described determined diameter displacement distribution effect element Engineering equation factors failure field Figure flow force frequency function given important increase indicated initial inspection installation integrity internal joint length limit load material maximum mean measured Mechanics method movement natural obtained occur Offshore operating parameters performed pipe pipeline possible potential predicted presented pressure properties range reduced reliability representative resistance response risk safety seabed shown shows significant slope soil span specific specimens steel strain strength stress structural subjected surface Table Technology temperature tests thickness uncertainty valve wall wave weld