Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 64
... stress - strain curve for the steel . Consequently , the constant moment response for △ > A ( see Fig . 4a ) is ... hoop stress and an axial stress o A internal frictional resistance against он pressure , A the maximum = With a given ...
... stress - strain curve for the steel . Consequently , the constant moment response for △ > A ( see Fig . 4a ) is ... hoop stress and an axial stress o A internal frictional resistance against он pressure , A the maximum = With a given ...
Page 284
... stress occurs at = 0 and is given by Omax = No. 6 Mo + 1 * 2 ( 25 ) ( 26 ) Stress Concentration Factor Omx / PR / t ... hoop stress in an undamaged pipe to yield the stress concentration factor . It is clear from a comparison of these ...
... stress occurs at = 0 and is given by Omax = No. 6 Mo + 1 * 2 ( 25 ) ( 26 ) Stress Concentration Factor Omx / PR / t ... hoop stress in an undamaged pipe to yield the stress concentration factor . It is clear from a comparison of these ...
Page 407
... Hoop stress . The hoop stress varies with the fluid pressure according to : On = PD 2e ( 9 ) Shear stress . The shear stress is calculated using the shear force resultant F ̧ : 22 xx ( p1A2 + pƒAƒ ) . Ət 2 + EI- az4 = - ( p , A , + pƒAƒ ) ...
... Hoop stress . The hoop stress varies with the fluid pressure according to : On = PD 2e ( 9 ) Shear stress . The shear stress is calculated using the shear force resultant F ̧ : 22 xx ( p1A2 + pƒAƒ ) . Ət 2 + EI- az4 = - ( p , A , + pƒAƒ ) ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
Fire and Pollution Safety | 36 |
Probabilistic Response Modelling | 56 |
Copyright | |
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Alberta Almen strip anticorrosion coating applied assessment backfill behaviour bending buckle lengths buckling burst pressure calculated cathodic protection compression concrete configuration cost crack propagation curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering environment equations factor failure FE analysis flow free spans friction gas pipeline grit blasting hoop stress increase installation integrity interaction length liquid load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium offshore OLGA operating OTDR overcoating parameters Permafrost pile pipeline pipeline system pits plane strain plastic polychloroprene Polypropylene predictions Qinghai resistance scour seabed sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens steel stiffness strain strain gauges strength stress stress concentration structural surface Table temperature thickness TMCP values velocity wall wave weld Zeepipe zone