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 116
Force time series . KC = 20. e / D = 2 . Positive lift is directed away from the wall . Force time series . KC = 20. e / D. The key parameter of the study is the parameter a which is defined as the ratio of current vel- ocity to the ...
Force time series . KC = 20. e / D = 2 . Positive lift is directed away from the wall . Force time series . KC = 20. e / D. The key parameter of the study is the parameter a which is defined as the ratio of current vel- ocity to the ...
Page 128
... force F , has been found to be related to the maximum penetration in the pre break - out cycle ( i.e. z / D ) in a similar manner to the maximum force F2 , though with more scatter . Although one might not expect the penetration prior ...
... force F , has been found to be related to the maximum penetration in the pre break - out cycle ( i.e. z / D ) in a similar manner to the maximum force F2 , though with more scatter . Although one might not expect the penetration prior ...
Page 153
... Force The axial force of the pipe is of importance for calculation of the natural frequency of the span . The axial force will vary with net pressure , residual tension and temperature . The axial force in this context means the ...
... Force The axial force of the pipe is of importance for calculation of the natural frequency of the span . The axial force will vary with net pressure , residual tension and temperature . The axial force in this context means the ...
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