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 151
... Figure 8. The FE analysis , in general , underestimated the reaction force of Pipeline 1 ( Figure 8a ) . The FE data are in good agreement with the centrifuge test data up to a displacement of 0.75m for Pipeline 2 ( Figure 8b ) . The ...
... Figure 8. The FE analysis , in general , underestimated the reaction force of Pipeline 1 ( Figure 8a ) . The FE data are in good agreement with the centrifuge test data up to a displacement of 0.75m for Pipeline 2 ( Figure 8b ) . The ...
Page 299
... Figure 9 ) from below and the pipe ends were held down by means of yokes anchored into the strong floor . Figure 8 Test Set - up Figure 10 End Support with Centre - hole Jack and Bearing Saddle The concentrated load at the midpoint , as ...
... Figure 9 ) from below and the pipe ends were held down by means of yokes anchored into the strong floor . Figure 8 Test Set - up Figure 10 End Support with Centre - hole Jack and Bearing Saddle The concentrated load at the midpoint , as ...
Page 306
... Figure 3 , Quality control is achieved through procedures which tell the designer how to undertake and complete the work . Bi - directional - lines go to all the ... Figure 6 Quality Assurance Figure 8 Project Information Flow and 306.
... Figure 3 , Quality control is achieved through procedures which tell the designer how to undertake and complete the work . Bi - directional - lines go to all the ... Figure 6 Quality Assurance Figure 8 Project Information Flow and 306.
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