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 206
... defined as the point of incipient necking of a tensile test specimen since this was assumed to be the limit of ... defined when the ligament reached a critical point defined by the initiation of necking in a tensile test . The strain ...
... defined as the point of incipient necking of a tensile test specimen since this was assumed to be the limit of ... defined when the ligament reached a critical point defined by the initiation of necking in a tensile test . The strain ...
Page 268
... defined in Equation ( 6 ) , and s corresponds to the estimated shape factor a ' defined in Equation ( 7 ) . α ' = 1 ( ln x , - B ' ) 2 ( 7 ) Maximum likelihood estimation of the Weibull distribution can be obtained by numerical ...
... defined in Equation ( 6 ) , and s corresponds to the estimated shape factor a ' defined in Equation ( 7 ) . α ' = 1 ( ln x , - B ' ) 2 ( 7 ) Maximum likelihood estimation of the Weibull distribution can be obtained by numerical ...
Page 361
... ( defined as x ) ; and , G ( X ) ≤0 , implies the limit strain is exceeded for a given set of basic variables . In ... defined previously ; and ; T , = the time at which the pipeline reliability is evaluated ( e.g. , 5 , 10 , 25 years ) ...
... ( defined as x ) ; and , G ( X ) ≤0 , implies the limit strain is exceeded for a given set of basic variables . In ... defined previously ; and ; T , = the time at which the pipeline reliability is evaluated ( e.g. , 5 , 10 , 25 years ) ...
Contents
MEASUREMENT AND METERING | 1 |
OFFSHORE PIPELINE TECHNOLOGY | 53 |
CODESSTANDARDS AND REGULATIONS | 75 |
Copyright | |
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Alberta analysis applied Arctic assessment axial bending buckling calculated calibration construction corrosion crack criteria cylinder damage defects depth developed discharge coefficient displacement distribution downstream effect Engineering environmental equation equipment estimated evaluation experimental failure probability fatigue finite element flow function fluid force fractile fracture fracture mechanics frequency frost heave function gas pipeline hoop stress installation leak detection lift force limit Limit States Design load lognormal longitudinal maximum measured Mechanics meter tube methods nozzle offshore pipelines OMAE operating orifice plate parameters pipe wall pipeline spans pipeline system Pipeline Technology ASME plastic predicted pressure ratio reliability Reynolds number S-N curve sample scour shear stress simulation soil specific standards steel strain structural Table Technology ASME 1992 temperature differential tube bundle turbulent upstream usage factor velocity profile vibration volumetric flow rate vortex shedding wall thickness weld yield strength