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 79
Page 376
... solution should be looked at as a type of bench - mark solution which gives simple answers in a quick and easy manner rather than one which produces ' exact ' answers . Because the solution is confined to bending behaviour it ignores ...
... solution should be looked at as a type of bench - mark solution which gives simple answers in a quick and easy manner rather than one which produces ' exact ' answers . Because the solution is confined to bending behaviour it ignores ...
Page 379
... solution of Eq . 17 has converged to the correct half - length L , the determination of deflections and stresses follows from Fig . 3 and elementary mechanics . Mo follows from Eq . 14 , Po form Eq . 6 , and PL and Mc from Eqs . 13 ...
... solution of Eq . 17 has converged to the correct half - length L , the determination of deflections and stresses follows from Fig . 3 and elementary mechanics . Mo follows from Eq . 14 , Po form Eq . 6 , and PL and Mc from Eqs . 13 ...
Page 396
... solution or 400 g of a 1 : 1 saturated soil solution . The soil was collected from a NOVA pipeline right of way . Its chemical composition , electrical conductivity and pH are shown in Table 1 . Tests were conducted at a variety of ...
... solution or 400 g of a 1 : 1 saturated soil solution . The soil was collected from a NOVA pipeline right of way . Its chemical composition , electrical conductivity and pH are shown in Table 1 . Tests were conducted at a variety of ...
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