Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 129
... indicated a value of Fr between 0.2F2 and 0.5F2 . Through simulations a value of 0.3F12 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 Fr between 0.2F2 and 0.5F2 . Through simulations a value of 0.3F12 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
OFFSHORE PIPELINE TECHNOLOGY | 53 |
CODESSTANDARDS AND REGULATIONS | 75 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 89 |
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Alberta analysis applied Arctic assessment axial bending buckling buried pipelines calculated Canadian Standards Association coefficient construction corrosion crack criteria cylinder damage defects depth developed diameter displacement distribution effect elastic Engineering environmental equation equipment estimated evaluation failure probability fatigue finite element flow force fractile fracture fracture mechanics frequency frost heave frozen soil gas pipeline geometry hoop stress horizontal inspection installation interaction internal lift force Limit States Design load lognormal longitudinal maximum measured Mechanics meter methods offshore pipelines OMAE operation orifice orifice plate parameters permafrost pipe wall pipeline spans pipeline system Pipeline Technology ASME plastic predicted pressure ratio reliability S-N curve scour simulation SMYS solution specific standards steel strain structural Table Technology ASME 1992 temperature differential tensile tube bundle usage factor variable velocity profile vertical vibration volumetric flow rate vortex shedding wall thickness weld yield strength