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 49
The increase is significantly less with a caisson foundation m water depth is 38 %
for the 1 . ... If the caisson shape - diameter over height - is kept constant , the
caisson mass related to that of wind only loads has to be increased to power 0 .
The increase is significantly less with a caisson foundation m water depth is 38 %
for the 1 . ... If the caisson shape - diameter over height - is kept constant , the
caisson mass related to that of wind only loads has to be increased to power 0 .
Page 182
It can be seen from the experimental results that the maximum scour depth
underneath the pipe increases about 30 % at this sagging speed and this is
predicted well by the present numerical model . The increase in the maximum
scour depth ...
It can be seen from the experimental results that the maximum scour depth
underneath the pipe increases about 30 % at this sagging speed and this is
predicted well by the present numerical model . The increase in the maximum
scour depth ...
Page 251
For the B316 results this trend is expected because the actual failure pressure
decreases with the increase of the defect ... pressure fluctuate around the unitary
value exhibiting no trend to increase or decrease as the defect length increases .
For the B316 results this trend is expected because the actual failure pressure
decreases with the increase of the defect ... pressure fluctuate around the unitary
value exhibiting no trend to increase or decrease as the defect length increases .
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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 |