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 129
... indicated a value of F between 0.2F , and 0.5F2 . Through simulations a value of 0.3F2 was chosen . When a pipeline is placed on a plane flat sand surface some initial , usually small , penetration occurs . Simulations indicate , as ...
... indicated a value of F between 0.2F , and 0.5F2 . Through simulations a value of 0.3F2 was chosen . When a pipeline is placed on a plane flat sand surface some initial , usually small , penetration occurs . Simulations indicate , as ...
Page 208
... indicated that the pit depth , length and width were the major geometric parameters governing the burst pressure ... indicated the length , width , average and maximum depth of the pit ( between brackets in Table 2 ) . For analysis , a ...
... indicated that the pit depth , length and width were the major geometric parameters governing the burst pressure ... indicated the length , width , average and maximum depth of the pit ( between brackets in Table 2 ) . For analysis , a ...
Page 494
... indicated in Figure 1. This should be viewed in conjunction with the fact that about 60 % of all failures are due to corrosion , as indicated in Figure 2. These figures are based on the analysis of over 7000 failures , using the ...
... indicated in Figure 1. This should be viewed in conjunction with the fact that about 60 % of all failures are due to corrosion , as indicated in Figure 2. These figures are based on the analysis of over 7000 failures , using 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