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 94
... applied after bending loads . Considering a design scenario covering a D / t ratio from 20 to 40 and a water depth from 100 to 900 meters , an applied design strain is obtained ranging from 1.2 % to 3.3 % , well above the elastic limit ...
... applied after bending loads . Considering a design scenario covering a D / t ratio from 20 to 40 and a water depth from 100 to 900 meters , an applied design strain is obtained ranging from 1.2 % to 3.3 % , well above the elastic limit ...
Page 226
... applied on a mill - scaled surface . While FBE coatings are not normally applied to a mill - scaled surface , these results provide some insight into the expected disbonding behavior of the FBE coating when applied to an inadequately ...
... applied on a mill - scaled surface . While FBE coatings are not normally applied to a mill - scaled surface , these results provide some insight into the expected disbonding behavior of the FBE coating when applied to an inadequately ...
Page 261
... applied , and comparable to those in Figure 2d with FBE 1 and cathodic protection applied . The results above indicate that cathodic protection can be successfully applied to steel with Sand , Concrete 1 , or Concrete 2 overcoat and FBE ...
... applied , and comparable to those in Figure 2d with FBE 1 and cathodic protection applied . The results above indicate that cathodic protection can be successfully applied to steel with Sand , Concrete 1 , or Concrete 2 overcoat and FBE ...
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