Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 5American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 42
... reduced using the Strobridge equation the data reduced by this equation have been used as the baseline for comparisons . The percentage deviations in densi- ties calculated by the IUPAC equation and the Pieperbeck equation are plotted ...
... reduced using the Strobridge equation the data reduced by this equation have been used as the baseline for comparisons . The percentage deviations in densi- ties calculated by the IUPAC equation and the Pieperbeck equation are plotted ...
Page 188
... reduced by removing only the amount of topsoil and width of sod that is required to accommodate the trench and ... Reduction Due to problems associated with re - establishment of natural rangeland vegetation communities and wind erosion ...
... reduced by removing only the amount of topsoil and width of sod that is required to accommodate the trench and ... Reduction Due to problems associated with re - establishment of natural rangeland vegetation communities and wind erosion ...
Page 207
... reduced computational effort required for the coarse mesh , it appears that the use of a less refined pit profile is ... Reduced Model Size Contour plots of various stress components in the full pipe model showed that they were quite ...
... reduced computational effort required for the coarse mesh , it appears that the use of a less refined pit profile is ... Reduced Model Size Contour plots of various stress components in the full pipe model showed that they were quite ...
Contents
OFFSHORE PIPELINE TECHNOLOGY | 53 |
CODESSTANDARDS AND REGULATIONS | 75 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 89 |
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Alberta amplitude analysis applied assessment axial bending buckling burst pressure calibrated Canadian Standards Association coefficient collapse construction corroded region corrosion corrosion pit crack criterion cylinder damper defects depth displacement distribution effect elastic Engineering environmental equation estimated evaluation failure modes failure probability fatigue damage Figure finite element flow force fractile fracture limit fracture mechanics fracture toughness frequency frost heave gas pipeline geometry hoop stress installation lift force limit state function Limit States Design load lognormal longitudinal maximum measured methods offshore pipelines OMAE operation orifice plate parameters pipe wall pipeline design pipeline spans pipeline system plastic predicted ratio reliability S-N curve safety level sample simulation SMYS soil specific standards steel stepblade strain strake stress concentration structural Submarine Pipeline Table temperature differential tensile topsoil tube bundle uncertainty usage factor variable vibration vortex shedding wall thickness weld yield strength yield stress