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 58
... subjected to flexure . Bending of submarine pipelines may be the result of free spans or of imposed lateral deformations . The former case has been analyzed in Ref . / 6 / , whereas the present paper will discuss the latter ...
... subjected to flexure . Bending of submarine pipelines may be the result of free spans or of imposed lateral deformations . The former case has been analyzed in Ref . / 6 / , whereas the present paper will discuss the latter ...
Page 115
... subjected to large geotechnically imposed displacements , is investigated . The predictive approach utilizes a soil - pipeline interaction beam model in which the cross - sectional stiffness coefficients are defined by characteristic ...
... subjected to large geotechnically imposed displacements , is investigated . The predictive approach utilizes a soil - pipeline interaction beam model in which the cross - sectional stiffness coefficients are defined by characteristic ...
Page 219
... subjected to cyclic loading in the sea water under excessive cathodic protection with a potential of -1.1V vs. SCE ... subjected to the potential of -1.1V , none in the specimen subjected to -1.0V and only one in the specimen subjected ...
... subjected to cyclic loading in the sea water under excessive cathodic protection with a potential of -1.1V vs. SCE ... subjected to the potential of -1.1V , none in the specimen subjected to -1.0V and only one in the specimen subjected ...
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