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 MECHANICS AND ARCTIC ENGINEERING | 28 |
Fire and Pollution Safety | 36 |
Probabilistic Response Modelling | 56 |
Copyright | |
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Alberta Almen strip anticorrosion coating applied assessment backfill behaviour bending buckle lengths buckling burst pressure calculated cathodic protection compression concrete configuration cost crack propagation curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering environment equations factor failure FE analysis flow free spans friction gas pipeline grit blasting hoop stress increase installation integrity interaction length liquid load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium offshore OLGA operating OTDR overcoating parameters Permafrost pile pipeline pipeline system pits plane strain plastic polychloroprene Polypropylene predictions Qinghai resistance scour seabed sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens steel stiffness strain strain gauges strength stress stress concentration structural surface Table temperature thickness TMCP values velocity wall wave weld Zeepipe zone