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 49
... significant increase of the stiffnening coefficient . Should the transition length be greater than half the coated length and hypothesis b ) be adopted , the additional bending stiffness is obviously independent from the assumed ...
... significant increase of the stiffnening coefficient . Should the transition length be greater than half the coated length and hypothesis b ) be adopted , the additional bending stiffness is obviously independent from the assumed ...
Page 76
... significant sediment transport activity . There are areas where the self - lowering process is evident ( see KP 420-424 , 435-446 , and 452-458 ) alternating with areas showing the opposite trend , i.e. increased exposure since the as ...
... significant sediment transport activity . There are areas where the self - lowering process is evident ( see KP 420-424 , 435-446 , and 452-458 ) alternating with areas showing the opposite trend , i.e. increased exposure since the as ...
Page 428
... significant commercial gains being considered of lesser importance . 4. LEAKAGE REDUCTION The vent systems from degasser tanks are frequently large diameter pipes with no flow monitoring equipment fitted . Very little work seems to have ...
... significant commercial gains being considered of lesser importance . 4. LEAKAGE REDUCTION The vent systems from degasser tanks are frequently large diameter pipes with no flow monitoring equipment fitted . Very little work seems to have ...
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