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 150
... analysis in the Norwegian sector it is not always apparent at the outset whether static or dynamic factors will govern , indeed the criteria may change along the route . A typical analysis must therefore consider , static ( including ...
... analysis in the Norwegian sector it is not always apparent at the outset whether static or dynamic factors will govern , indeed the criteria may change along the route . A typical analysis must therefore consider , static ( including ...
Page 221
... analysis predicted the failure mode shown in Figure 5 ( in agreement with the exploratory FE analysis ) . It also predicted that failure would occur in the corroded section for all the pipe ring geometries . initial shape shape during ...
... analysis predicted the failure mode shown in Figure 5 ( in agreement with the exploratory FE analysis ) . It also predicted that failure would occur in the corroded section for all the pipe ring geometries . initial shape shape during ...
Page 361
... analyses described previously . Ordinary least squares regression analysis is used to create a ' best fit ' mathematical model . That is , the basic variables ( and transformations of them ) are regressed against the observed times to ...
... analyses described previously . Ordinary least squares regression analysis is used to create a ' best fit ' mathematical model . That is , the basic variables ( and transformations of them ) are regressed against the observed times to ...
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