Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
From inside the book
Results 1-3 of 90
Page 55
... strains calculated considering the bare pipe stiffness . Some significant figures of the maximum strains based on non linear analysis are herebelow reported : EJC / EJ = 1.15-1.20 bare pipe strain concentration 0.216 % 0.245 % -0.258 ...
... strains calculated considering the bare pipe stiffness . Some significant figures of the maximum strains based on non linear analysis are herebelow reported : EJC / EJ = 1.15-1.20 bare pipe strain concentration 0.216 % 0.245 % -0.258 ...
Page 296
... strain level . Using both periodic pipeline displacement / strain and ground movement monitoring , and both geotechnical and structural analyses of the results , the strain levels in the pipe can be calculated . relationship is ...
... strain level . Using both periodic pipeline displacement / strain and ground movement monitoring , and both geotechnical and structural analyses of the results , the strain levels in the pipe can be calculated . relationship is ...
Page 300
... Strains Electrical Strains -Best - fit 2000 Initial Calibration 1500 0 -500 -1000 2 3 Optical Loss ( dB ) 5 Figure 13 Test # 4 - Strain vs. Optical Loss Equation ( 1 ) was then applied to the results of Test 2. Although the results for ...
... Strains Electrical Strains -Best - fit 2000 Initial Calibration 1500 0 -500 -1000 2 3 Optical Loss ( dB ) 5 Figure 13 Test # 4 - Strain vs. Optical Loss Equation ( 1 ) was then applied to the results of Test 2. Although the results for ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
Fire and Pollution Safety | 36 |
Probabilistic Response Modelling | 56 |
Copyright | |
15 other sections not shown
Other editions - View all
Common terms and phrases
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