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 | 1 |
Mechanical Properties of | 22 |
Ice Engineering | 80 |
Copyright | |
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Common terms and phrases
Almen strip anticorrosion coating applied assessment axial force backfill behaviour bending Bruschi buckle buckle lengths burst pressure calculated cathodic protection circumferential coefficients compression concrete coating configuration crack propagation criteria curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering equations factor failure fatigue field joints flow fracture free spans gas pipeline grit blasting hoop stress hydrodynamic increase installation interaction layer length load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium Offshore operating OTDR overcoating parameters pile pipeline pits plastic Polypropylene predicted resistance response sand scour seabed self-lowering sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens Statoil steel stiffness strain strain gauges strength stress stress concentration structural surface temperature thickness TMCP uneven seabed values velocity wave weld Zeepipe zone