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 252
... assessment point with coordinates ( K ,, Sp ) in the Failure Assessment Diagram ( FAD ) . The limiting condition for failure de- termined by the level 2 assessment is given by the following equation K , S , in sec ( s , ) ) - 1/2 With ...
... assessment point with coordinates ( K ,, Sp ) in the Failure Assessment Diagram ( FAD ) . The limiting condition for failure de- termined by the level 2 assessment is given by the following equation K , S , in sec ( s , ) ) - 1/2 With ...
Page 591
ASSESSMENT OF PIPELINE GIRTH WELDS SUBJECT TO HIGH LONGITUDINAL STRAIN D. V. Dorling Nova Corporation of Alberta Calgary , Alberta , Canada 1. 1992 OMAE - Volume V ... assessment procedures are now expressed in terms of Failure Assessment ...
ASSESSMENT OF PIPELINE GIRTH WELDS SUBJECT TO HIGH LONGITUDINAL STRAIN D. V. Dorling Nova Corporation of Alberta Calgary , Alberta , Canada 1. 1992 OMAE - Volume V ... assessment procedures are now expressed in terms of Failure Assessment ...
Page 592
assessment procedures are now expressed in terms of Failure Assessment Diagram ( FAD ) . 2.1 Failure Assessment The FAD is designed to allow simultaneous consideration of fracture and plastic collapse failure assessments . The FAD ...
assessment procedures are now expressed in terms of Failure Assessment Diagram ( FAD ) . 2.1 Failure Assessment The FAD is designed to allow simultaneous consideration of fracture and plastic collapse failure assessments . The FAD ...
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