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 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 56 |
Copyright | |
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addition allowable analysis applied approximately areas assessment associated assumed bending buckle calculated carried coating concrete considered construction corrosion crack criteria curvature deformation depth described determined developed diameter direction displacement distribution effect Engineering environment equations expected experiment factor failure field Figure flow force free spans increase initial installation interaction internal joint length limit load longitudinal lower material maximum measured mechanical method movement observed obtained occur Offshore operating parameters performed pile pipe pipeline pits plastic position predicted present pressure problem produced Quality range reduced relative resistance respectively response sand scour seabed shear shown shows significant simulated soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature thickness values wall wave weld yield zone