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 153
... considered realistic for a typical pipeline span . Figure 8 shows the variation in allowable span length for the in - line condition for 26 " pipeline base case the three above boundaries . data are used . ADVANCED SPANNING CONCEPTS The ...
... considered realistic for a typical pipeline span . Figure 8 shows the variation in allowable span length for the in - line condition for 26 " pipeline base case the three above boundaries . data are used . ADVANCED SPANNING CONCEPTS 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 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