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 109
... deformation of line pipe under large inelastic deformations in order to provide an experimental database upon which to establish techniques for design and for assessment of pipe performance when subjected to imposed geotechnical ...
... deformation of line pipe under large inelastic deformations in order to provide an experimental database upon which to establish techniques for design and for assessment of pipe performance when subjected to imposed geotechnical ...
Page 115
... deformation limit states that would identify conditions beyond which further deformation would cause the pipe to become unserviceable . Generally , it appears to be content to use a limiting strain condition , presumably arising from a ...
... deformation limit states that would identify conditions beyond which further deformation would cause the pipe to become unserviceable . Generally , it appears to be content to use a limiting strain condition , presumably arising from a ...
Page 190
... Deformation Deformation of the pipe was determined by two means : ( a ) pipe displacement was determined by optical levelling of survey rods protruding through but isolated from the soil by a casing . ( b ) pipe strain was determined ...
... Deformation Deformation of the pipe was determined by two means : ( a ) pipe displacement was determined by optical levelling of survey rods protruding through but isolated from the soil by a casing . ( b ) pipe strain was determined ...
Contents
OFFSHORE | 1 |
Mechanical Properties of | 22 |
Ice Engineering | 80 |
Copyright | |
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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