Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1992 - Arctic regions |
From inside the book
Results 1-3 of 81
Page 243
... given in relevant codes and guidelines , to determine the appropriate target safety levels . The annual failure rate for leakage was found to be about 10-4 / km and for rupture 10-5 / km . Historical failure data can only be used as a ...
... given in relevant codes and guidelines , to determine the appropriate target safety levels . The annual failure rate for leakage was found to be about 10-4 / km and for rupture 10-5 / km . Historical failure data can only be used as a ...
Page 261
... given by eqn . ( 25 ) . The characteristic value Ac is then calculated as follows Ao A1 Ас = for S > Soc for S Soc where , comparing with eqn . ( 25 ) , A0 1 / ( CcCzc ) - 1.9 1012 A1 = Stnom da a0c ( MM / 0 ) ( a ) m / 2 and ...
... given by eqn . ( 25 ) . The characteristic value Ac is then calculated as follows Ao A1 Ас = for S > Soc for S Soc where , comparing with eqn . ( 25 ) , A0 1 / ( CcCzc ) - 1.9 1012 A1 = Stnom da a0c ( MM / 0 ) ( a ) m / 2 and ...
Page 361
... given time for specific values of the basic variables . The limit state function ( defined as G ) in equation form is as follows . G ( x ) > 0 , implies the limit strain is not exceeded for a given set of basic variables ( defined as x ) ...
... given time for specific values of the basic variables . The limit state function ( defined as G ) in equation form is as follows . G ( x ) > 0 , implies the limit strain is not exceeded for a given set of basic variables ( defined as x ) ...
Contents
OFFSHORE PIPELINE TECHNOLOGY | 53 |
CODESSTANDARDS AND REGULATIONS | 75 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 89 |
Copyright | |
13 other sections not shown
Other editions - View all
Common terms and phrases
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