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
... Predictions of Burst 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 ...
... Predictions of Burst 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 ...
Page 209
ยท Table 4 Predictions of burst pressure of pipes with colonies of circumferentially aligned pits in the open - ended condition . Pipe Numerical predictions ( MPa ) using TRESC MISES PEEQ instability B31G predictions ( MPa ) using river ...
ยท Table 4 Predictions of burst pressure of pipes with colonies of circumferentially aligned pits in the open - ended condition . Pipe Numerical predictions ( MPa ) using TRESC MISES PEEQ instability B31G predictions ( MPa ) using river ...
Page 210
... predictions were , on average , 45 % lower than the predictions using the equivalent plastic strain criterion . The modifications to B31G using the river bottom measure of the corrosion gave predictions on average 14 % lower ...
... predictions were , on average , 45 % lower than the predictions using the equivalent plastic strain criterion . The modifications to B31G using the river bottom measure of the corrosion gave predictions on average 14 % lower ...
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