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 MECHANICS AND ARCTIC ENGINEERING | 28 |
Fire and Pollution Safety | 36 |
Probabilistic Response Modelling | 56 |
Copyright | |
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Alberta Almen strip anticorrosion coating applied assessment backfill behaviour bending buckle lengths buckling burst pressure calculated cathodic protection compression concrete configuration cost crack propagation curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering environment equations factor failure FE analysis flow free spans friction gas pipeline grit blasting hoop stress increase installation integrity interaction length liquid load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium offshore OLGA operating OTDR overcoating parameters Permafrost pile pipeline pipeline system pits plane strain plastic polychloroprene Polypropylene predictions Qinghai resistance scour seabed sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens steel stiffness strain strain gauges strength stress stress concentration structural surface Table temperature thickness TMCP values velocity wall wave weld Zeepipe zone