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 94
... considered : - - Serviceability limit state concerning excessive ovalization under combined axial , bending and pressure loads . Ultimate limit state concerning buckling and collapse interaction under the combined axial , bending and ...
... considered : - - Serviceability limit state concerning excessive ovalization under combined axial , bending and pressure loads . Ultimate limit state concerning buckling and collapse interaction under the combined axial , bending and ...
Page 96
... considered and , ag a consequence , the design criteria and the safety margins to be applied in the considered case . Basically two types of on - bottom configuration may be identified on the uneven seabed . A first one where the ...
... considered and , ag a consequence , the design criteria and the safety margins to be applied in the considered case . Basically two types of on - bottom configuration may be identified on the uneven seabed . A first one where the ...
Page 111
... considered to con- tribute to the formation of failures at mid - height rather than at the ends . First , collars were added to the specimens immediately adjacent to the end plates . These collars , shown in Fig . 3 , were short ...
... considered to con- tribute to the formation of failures at mid - height rather than at the ends . First , collars were added to the specimens immediately adjacent to the end plates . These collars , shown in Fig . 3 , were short ...
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