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 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 | 1 |
Mechanical Properties of | 22 |
Ice Engineering | 80 |
Copyright | |
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Almen strip anticorrosion coating applied assessment axial force backfill behaviour bending Bruschi buckle buckle lengths burst pressure calculated cathodic protection circumferential coefficients compression concrete coating configuration crack propagation criteria curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering equations factor failure fatigue field joints flow fracture free spans gas pipeline grit blasting hoop stress hydrodynamic increase installation interaction layer length load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium Offshore operating OTDR overcoating parameters pile pipeline pits plastic Polypropylene predicted resistance response sand scour seabed self-lowering sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens Statoil steel stiffness strain strain gauges strength stress stress concentration structural surface temperature thickness TMCP uneven seabed values velocity wave weld Zeepipe zone