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 25
... Figures 11 and 12 . The shear stress ( Figure 13 ) also exhibits a non - linear distribution similar to that seen in the case of a tube bundle in good flow conditions . r / R 0.8 13a L2 = 4D Figure 11 : Axial Turbulent Intensity ...
... Figures 11 and 12 . The shear stress ( Figure 13 ) also exhibits a non - linear distribution similar to that seen in the case of a tube bundle in good flow conditions . r / R 0.8 13a L2 = 4D Figure 11 : Axial Turbulent Intensity ...
Page 142
... Figure 9 shows similar results for the second example pipeline , described in Table 1. The effect of the displacement induced tension on the bending strain in the span is very evident in this Figure when comparing structural models ( B ) ...
... Figure 9 shows similar results for the second example pipeline , described in Table 1. The effect of the displacement induced tension on the bending strain in the span is very evident in this Figure when comparing structural models ( B ) ...
Page 160
... Figure 1a WEDGE be achieved when ad = t D k , / k2 . Therefore , d ( equal to c + a / 2 ) and a are the only untied variables to consider in order to achieve the desired effect . Finding the best values for d and a is the subject of the ...
... Figure 1a WEDGE be achieved when ad = t D k , / k2 . Therefore , d ( equal to c + a / 2 ) and a are the only untied variables to consider in order to achieve the desired effect . Finding the best values for d and a is the subject of the ...
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