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 190
... 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 using electrical resistance strain gauges ...
... 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 using electrical resistance strain gauges ...
Page 287
... determined from Equation ( 19 ) . ( 40 ) The variation of this lower bound with ẞ for varying degrees of metal loss is depicted in Figure 6. The dependence of the lower bound on R / t is very weak and can be neglected for typical values ...
... determined from Equation ( 19 ) . ( 40 ) The variation of this lower bound with ẞ for varying degrees of metal loss is depicted in Figure 6. The dependence of the lower bound on R / t is very weak and can be neglected for typical values ...
Page 380
... determined ( or over - determined ) system . Assuming that the problem is formulated such that all known deterministic parameters are part of Y , Equations ( 29 ) and ( 30 ) can only be satisfied if Z contains a portion of X and a ...
... determined ( or over - determined ) system . Assuming that the problem is formulated such that all known deterministic parameters are part of Y , Equations ( 29 ) and ( 30 ) can only be satisfied if Z contains a portion of X and a ...
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