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 212
... corrosion pits under various end conditions predicted burst pressure ( MPa ) using end Pipe conditions TRESC MISES PEEQ instability closed 16.88 18.75 19.22 20.36 Ps plane strain 18.00 19.50 19.50 20.90 open 15.00 18.00 18.00 18.66 ...
... corrosion pits under various end conditions predicted burst pressure ( MPa ) using end Pipe conditions TRESC MISES PEEQ instability closed 16.88 18.75 19.22 20.36 Ps plane strain 18.00 19.50 19.50 20.90 open 15.00 18.00 18.00 18.66 ...
Page 213
... corroded pipe providing more support to the highly stressed region of the corrosion pit ; compressive longitudinal stresses accelerates general yielding and will result in reductions in burst pressure , ( f ) in the calculation of burst ...
... corroded pipe providing more support to the highly stressed region of the corrosion pit ; compressive longitudinal stresses accelerates general yielding and will result in reductions in burst pressure , ( f ) in the calculation of burst ...
Page 345
... Corrosion 15 55 ( or 437t ) ( 1959 ) R. S. Treseder and T. M. Swanson . " Factors in sulphide corrosion of high strength steels " . Corrosion 24 31 ( 1968 ) E. Snape . " Sulphide stress corrosion of some medium alloy and low alloy ...
... Corrosion 15 55 ( or 437t ) ( 1959 ) R. S. Treseder and T. M. Swanson . " Factors in sulphide corrosion of high strength steels " . Corrosion 24 31 ( 1968 ) E. Snape . " Sulphide stress corrosion of some medium alloy and low alloy ...
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