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 10
Figure 4 Ice force power spectra in different cone angle and the influence of cone
angles on peak frequency and peakedness power density ( N 2 . s ) Waterline
diameter In order to investigate the influence of waterline diameters on the ...
Figure 4 Ice force power spectra in different cone angle and the influence of cone
angles on peak frequency and peakedness power density ( N 2 . s ) Waterline
diameter In order to investigate the influence of waterline diameters on the ...
Page 48
diameter piles , as well as design constraint against buckling while wall thickness
is decreasing . If pressure ridge is moving one has to add also simultaneous
parent ice sheet failure load to get the maximum load . The level ice load together
...
diameter piles , as well as design constraint against buckling while wall thickness
is decreasing . If pressure ridge is moving one has to add also simultaneous
parent ice sheet failure load to get the maximum load . The level ice load together
...
Page 287
The geometry and material properties of the clamps used are reported in table 4 .
Internal spiral buckle arrestor The internal spiral buckle arrestor consists of a
spiral with external diameter slightly larger than the carrier pipe internal diameter
.
The geometry and material properties of the clamps used are reported in table 4 .
Internal spiral buckle arrestor The internal spiral buckle arrestor consists of a
spiral with external diameter slightly larger than the carrier pipe internal diameter
.
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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 |