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 49
Transition length less than half the coated length Stiffening Coefficient According to the Proposed Model ~ 0.32 80.30 0.28 0.28 0.248. - to -Lift analyses were then extensively carried out determine the distribution of bending moments ...
Transition length less than half the coated length Stiffening Coefficient According to the Proposed Model ~ 0.32 80.30 0.28 0.28 0.248. - to -Lift analyses were then extensively carried out determine the distribution of bending moments ...
Page 52
transition lengths are larger than mid - joint lengths and hypothesis b ) is applied . C - EJ / EJ 1.60 1.55 ON ... length equal to mid joint length . As regards the shear transfer capacity , Fig . 9 shows that the 20 " pipe is more ...
transition lengths are larger than mid - joint lengths and hypothesis b ) is applied . C - EJ / EJ 1.60 1.55 ON ... length equal to mid joint length . As regards the shear transfer capacity , Fig . 9 shows that the 20 " pipe is more ...
Page 118
wrinkling element length constraint stated above , in all critical regions . Consequently , for all analyses a constant value of 40 inches ( 1016 mm ) was used for the element length in the vicinity of the transition zone . Element lengths ...
wrinkling element length constraint stated above , in all critical regions . Consequently , for all analyses a constant value of 40 inches ( 1016 mm ) was used for the element length in the vicinity of the transition zone . Element lengths ...
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