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
... limit states were 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 ...
... limit states were 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 ...
Page 95
... Limit States The fracture limit state may be the most critical one should the material fracture toughness be low , say , characteristic CTOD < 0.15 mm . For a deep water design with a high D / t ratio , the buckling / collapse limit ...
... Limit States The fracture limit state may be the most critical one should the material fracture toughness be low , say , characteristic CTOD < 0.15 mm . For a deep water design with a high D / t ratio , the buckling / collapse limit ...
Page 188
... Limits : Liquid Limit Plastic Limit 32 % 21 % Plasticity Index 11 irrigation tubes insulation 10 cm 8 m Fig . 1b Transverse section pipe buried in test facility half in the sand ( Fig . 1 ) . Soil properties are summarised in Table 1 ...
... Limits : Liquid Limit Plastic Limit 32 % 21 % Plasticity Index 11 irrigation tubes insulation 10 cm 8 m Fig . 1b Transverse section pipe buried in test facility half in the sand ( Fig . 1 ) . Soil properties are summarised in Table 1 ...
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