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 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 = n 11Σ ( ln x , - B ' ) 2 ( 7 ) n - 1 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 = n 11Σ ( ln x , - B ' ) 2 ( 7 ) n - 1 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
OFFSHORE PIPELINE TECHNOLOGY | 53 |
CODESSTANDARDS AND REGULATIONS | 75 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 89 |
Copyright | |
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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