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 61
... assumed for installing 8 - in . , 12 - in . and 16 - in . diameters while a 500 - foot radius was assumed for 20 - in . pipe . Static bending stresses under these conditions are equivalent to 80 % to 85 % of yield . In practice ...
... assumed for installing 8 - in . , 12 - in . and 16 - in . diameters while a 500 - foot radius was assumed for 20 - in . pipe . Static bending stresses under these conditions are equivalent to 80 % to 85 % of yield . In practice ...
Page 259
... assumed as So = AKO ( mt ) 1/2 S - N Curve ( 21 ) In estimating the fatigue damage using Miner's law , a S - N curve ... assumed as a lognormal distribution , with a mean of 1.3 mm and a cov 0.3 . The defect length 2co is assumed to ...
... assumed as So = AKO ( mt ) 1/2 S - N Curve ( 21 ) In estimating the fatigue damage using Miner's law , a S - N curve ... assumed as a lognormal distribution , with a mean of 1.3 mm and a cov 0.3 . The defect length 2co is assumed to ...
Page 343
... assumed to be a vertical plane ( Figure 3 ) . The pipeline exhibits bonded contact with both the frozen soil and the evolving frost bulb . The boundary between the evolving frost heave zone and the unfrozen frost susceptible soil is assumed ...
... assumed to be a vertical plane ( Figure 3 ) . The pipeline exhibits bonded contact with both the frozen soil and the evolving frost bulb . The boundary between the evolving frost heave zone and the unfrozen frost susceptible soil is assumed ...
Contents
MEASUREMENT AND METERING | 1 |
OFFSHORE PIPELINE TECHNOLOGY | 53 |
CODESSTANDARDS AND REGULATIONS | 75 |
Copyright | |
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Alberta analysis applied Arctic assessment axial bending buckling calculated calibration construction corrosion crack criteria cylinder damage defects depth developed discharge coefficient displacement distribution downstream effect Engineering environmental equation equipment estimated evaluation experimental failure probability fatigue finite element flow function fluid force fractile fracture fracture mechanics frequency frost heave function gas pipeline hoop stress installation leak detection lift force limit Limit States Design load lognormal longitudinal maximum measured Mechanics meter tube methods nozzle offshore pipelines OMAE operating orifice plate parameters pipe wall pipeline spans pipeline system Pipeline Technology ASME plastic predicted pressure ratio reliability Reynolds number S-N curve sample scour shear stress simulation soil specific standards steel strain structural Table Technology ASME 1992 temperature differential tube bundle turbulent upstream usage factor velocity profile vibration volumetric flow rate vortex shedding wall thickness weld yield strength