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 36
... predicts twelve distinct response peaks ranging from 0.01 Hz to 0.56 Hz . Eleven of these twelve peaks also appear in the model test response spectrum . The magnitudes of the individual peaks are also well predicted , with the exception ...
... predicts twelve distinct response peaks ranging from 0.01 Hz to 0.56 Hz . Eleven of these twelve peaks also appear in the model test response spectrum . The magnitudes of the individual peaks are also well predicted , with the exception ...
Page 206
... predictions of burst pressures . This confirms earlier findings where spiral defects were shown to be less severe than longitudinal defects of length equal to the projected lengths ( Mok et al . , 1990 ) . 19.00 18.00 Predicted burst ...
... predictions of burst pressures . This confirms earlier findings where spiral defects were shown to be less severe than longitudinal defects of length equal to the projected lengths ( Mok et al . , 1990 ) . 19.00 18.00 Predicted burst ...
Page 209
... predicted similar burst pressures whereas the Tresca equivalent predicted lower , more conservative burst pressures . General pipe instability was predicted at pressures 4 % higher . Table 4 also indicates burst pressure predictions ...
... predicted similar burst pressures whereas the Tresca equivalent predicted lower , more conservative burst pressures . General pipe instability was predicted at pressures 4 % higher . Table 4 also indicates burst pressure predictions ...
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