Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
From inside the book
Results 1-3 of 26
Page 94
... allowable strain , maxc , is calculated according to Murphey and Langner ( 1985 ) formulation considering pressure load applied after bending loads . Considering a design scenario covering a D / t ratio from 20 to 40 and a water depth ...
... allowable strain , maxc , is calculated according to Murphey and Langner ( 1985 ) formulation considering pressure load applied after bending loads . Considering a design scenario covering a D / t ratio from 20 to 40 and a water depth ...
Page 95
... allowable free span length . Analyses are carried out to obtain the load effects in terms of stresses and fatigue damage accumulation . A maximum allowable free span length is then determined for each section of the route , based on the ...
... allowable free span length . Analyses are carried out to obtain the load effects in terms of stresses and fatigue damage accumulation . A maximum allowable free span length is then determined for each section of the route , based on the ...
Page 345
... allowable defect sizes as function of stress intensity factor enables the spread in data to be included in an assessment of a structure's or component's reliability . The results of the probabilistic analyses indicate slightly more ...
... allowable defect sizes as function of stress intensity factor enables the spread in data to be included in an assessment of a structure's or component's reliability . The results of the probabilistic analyses indicate slightly more ...
Contents
OFFSHORE | 1 |
Mechanical Properties of | 22 |
Ice Engineering | 80 |
Copyright | |
14 other sections not shown
Other editions - View all
Common terms and phrases
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