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 13
... analysis was carried out , covering the equipment reliability , logistic support system optimi- zation , human error analysis , interface with the sea state . The analysis was addressed to identify the critical system and components ...
... analysis was carried out , covering the equipment reliability , logistic support system optimi- zation , human error analysis , interface with the sea state . The analysis was addressed to identify the critical system and components ...
Page 151
... analysis is that of the shape of the force - displacement curves . The curves from the FE analysis show a monotonic increase in reaction force while the curves from the centrifuge tests show peaked values of the reaction forces and ...
... analysis is that of the shape of the force - displacement curves . The curves from the FE analysis show a monotonic increase in reaction force while the curves from the centrifuge tests show peaked values of the reaction forces and ...
Page 154
... ANALYSIS Interaction Factors ( N ) Normalized to Cub 1 1 1 A SIMPLIFIED DESIGN METHOD FOR PIPELINES SUBJECT. Test Set Pipeline No. Evidence of Desiccation Centrifuge Tests Hansen ( 1961 ) Rowe and FE Davis ( 1982 ) Analysis Immediate ...
... ANALYSIS Interaction Factors ( N ) Normalized to Cub 1 1 1 A SIMPLIFIED DESIGN METHOD FOR PIPELINES SUBJECT. Test Set Pipeline No. Evidence of Desiccation Centrifuge Tests Hansen ( 1961 ) Rowe and FE Davis ( 1982 ) Analysis Immediate ...
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