Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4American Society of Mechanical Engineers, 2001 - Arctic regions |
From inside the book
Results 1-3 of 54
Page 52
The variation of the water mass flux flowing along the cylinder surface is therefore
determined by the difference between the impinging rain flux and the freezing
mass flux : 1b : wR - OR = S = 1 where S = ( 3 ) - LE dm = ( wcosa – Mp ) R da
and ...
The variation of the water mass flux flowing along the cylinder surface is therefore
determined by the difference between the impinging rain flux and the freezing
mass flux : 1b : wR - OR = S = 1 where S = ( 3 ) - LE dm = ( wcosa – Mp ) R da
and ...
Page 124
Over time the PoF and hence risk increase and the time for inspection is
determined as the time when the risk exceeds the acceptance limit . An example
acceptance limit is shown in Table 6 . PoF : Risk inspection initiation levels (
example ) ...
Over time the PoF and hence risk increase and the time for inspection is
determined as the time when the risk exceeds the acceptance limit . An example
acceptance limit is shown in Table 6 . PoF : Risk inspection initiation levels (
example ) ...
Page 174
The fracture mechanics parameters may be determined by means of elastic and
plastic J - integral contributions . The elastic J is determined directly from stress
intensity factors , the plastic J is calculated incrementally from the incremental ...
The fracture mechanics parameters may be determined by means of elastic and
plastic J - integral contributions . The elastic J is determined directly from stress
intensity factors , the plastic J is calculated incrementally from the incremental ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
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
Other editions - View all
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 |