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
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