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 153
... considered realistic for a typical pipeline span . Figure 8 shows the variation in allowable span length for the the three above boundaries . data are used . ADVANCED SPANNING CONCEPTS in - line condition for 26 " pipeline base case The ...
... considered realistic for a typical pipeline span . Figure 8 shows the variation in allowable span length for the the three above boundaries . data are used . ADVANCED SPANNING CONCEPTS in - line condition for 26 " pipeline base case The ...
Page 209
... considered as relative since the measured burst pressures are susceptible to experimental scatter . This scatter is primarily due to material variation of the 45 year old pipe , as indicated in the tensile test results for the X46 ...
... considered as relative since the measured burst pressures are susceptible to experimental scatter . This scatter is primarily due to material variation of the 45 year old pipe , as indicated in the tensile test results for the X46 ...
Page 236
... considered by a contact element approach . As soon as the initially damaged node reaches the same distance from the horizontal surface as its adjacent nodes , all these nodes thereafter will present identical vertical displacements . As ...
... considered by a contact element approach . As soon as the initially damaged node reaches the same distance from the horizontal surface as its adjacent nodes , all these nodes thereafter will present identical vertical displacements . As ...
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