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 124
... maximum " break - out " resistance for a given penetration give a good prediction of experimental results provided the relative density parameter in the equations is set to a particular fixed value independent of the actual soil ...
... maximum " break - out " resistance for a given penetration give a good prediction of experimental results provided the relative density parameter in the equations is set to a particular fixed value independent of the actual soil ...
Page 173
... maximum stress ranges during vibration are between 3.4 and 6.8 ksi for the 6 - inch through 10 - inch gas pipelines . Thus , if one of these systems has a weld located near a location of maximum stress along the pipeline , and if this ...
... maximum stress ranges during vibration are between 3.4 and 6.8 ksi for the 6 - inch through 10 - inch gas pipelines . Thus , if one of these systems has a weld located near a location of maximum stress along the pipeline , and if this ...
Page 610
adjacent to the girth weld . Maximum HAZ hardnesses are plotted as a function of Pcm in Figure 15. Regardless of location , the maximum hardness appeared to be controlled by the pcm value . As shown in Figure 15 , the maximum hardness ...
adjacent to the girth weld . Maximum HAZ hardnesses are plotted as a function of Pcm in Figure 15. Regardless of location , the maximum hardness appeared to be controlled by the pcm value . As shown in Figure 15 , the maximum hardness ...
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