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 206
... Pressures Figures 1 through 3 show predictions of burst pressure using the B31G criterion and modifications for each set of experimental results . In the B31G predictions , the projection of the area of the corrosion pits onto a ...
... Pressures Figures 1 through 3 show predictions of burst pressure using the B31G criterion and modifications for each set of experimental results . In the B31G predictions , the projection of the area of the corrosion pits onto a ...
Page 211
... PRESSURE = 15,75 MPa 0 PRESSURE = 16.50 MPa 2 0.00352 3 0.00704 4 0.0105 5 0.0140 CRITICAL CRITICAL -300 MPa 20 5 +100 MPa 2 -200 MPa 3 -100 MPa 4 O PIPE P3CC PIPE P31C CRITICAL 20 PIPE P3c - c CRITICAL CRITICAL 2 PIPE P31 - c CRITICAL ...
... PRESSURE = 15,75 MPa 0 PRESSURE = 16.50 MPa 2 0.00352 3 0.00704 4 0.0105 5 0.0140 CRITICAL CRITICAL -300 MPa 20 5 +100 MPa 2 -200 MPa 3 -100 MPa 4 O PIPE P3CC PIPE P31C CRITICAL 20 PIPE P3c - c CRITICAL CRITICAL 2 PIPE P31 - c CRITICAL ...
Page 398
... pressure control of gas pipelines cannot reach this accuracy . Another aspect is the relevant time frame . Only pressure fluctuations with frequencies of the order of the natural frequency of the train ( a function of the pressure and ...
... pressure control of gas pipelines cannot reach this accuracy . Another aspect is the relevant time frame . Only pressure fluctuations with frequencies of the order of the natural frequency of the train ( a function of the pressure and ...
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