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 111
... associated with the testing arrangement are responsible for trig- gering the failure . Two features of the test arrangement were considered to con- tribute to the formation of failures at mid - height rather than at the ends . First ...
... associated with the testing arrangement are responsible for trig- gering the failure . Two features of the test arrangement were considered to con- tribute to the formation of failures at mid - height rather than at the ends . First ...
Page 115
... associated with fracture at the girth weld ( due to reduced toughness and imperfections ) , and apply this in both tension and compression . However , in conditions where large geotechnical displacements are imposed it may sometimes ...
... associated with fracture at the girth weld ( due to reduced toughness and imperfections ) , and apply this in both tension and compression . However , in conditions where large geotechnical displacements are imposed it may sometimes ...
Page 117
... associated with the two profiles are shown in Fig . 6 and the moments in Fig . 7 . It can be seen from Fig . 6 that the curvatures associated with the local buckling solution are approximately twice those for the non - local buckling ...
... associated with the two profiles are shown in Fig . 6 and the moments in Fig . 7 . It can be seen from Fig . 6 that the curvatures associated with the local buckling solution are approximately twice those for the non - local buckling ...
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