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 26
... temperature rise above ambient ( deg . C. ) 30 220 10 0 600 1260 70 70 90 60 50 temperature rise above ambient ( deg.C. ) 50 30 20 20 10 H ( height of prop ) = 15.7mm THEORY EXPERIMENT 1920 2580 3240 half - wave buckle lengths ( mm ) ...
... temperature rise above ambient ( deg . C. ) 30 220 10 0 600 1260 70 70 90 60 50 temperature rise above ambient ( deg.C. ) 50 30 20 20 10 H ( height of prop ) = 15.7mm THEORY EXPERIMENT 1920 2580 3240 half - wave buckle lengths ( mm ) ...
Page 27
... temperature from test 2 compared with theory . temperature rise above ambient ( deg.C. ) 70 H = 15-7mm 60 LIFT - OFF POINT APEX ( A ) LIFT - OFF POINT ( B ) 50 INITIAL TEST 50 40 30 REPEAT TEST ( damaged specimen ) 20 20 10 1400 2800 ...
... temperature from test 2 compared with theory . temperature rise above ambient ( deg.C. ) 70 H = 15-7mm 60 LIFT - OFF POINT APEX ( A ) LIFT - OFF POINT ( B ) 50 INITIAL TEST 50 40 30 REPEAT TEST ( damaged specimen ) 20 20 10 1400 2800 ...
Page 320
... temperature and the longer the delay time after rolling , the higher tends to be the critical pitting temperature of the IN825 layer . The critical pitting temperature is lowered when the finish rolling tempera- ture drops or the delay ...
... temperature and the longer the delay time after rolling , the higher tends to be the critical pitting temperature of the IN825 layer . The critical pitting temperature is lowered when the finish rolling tempera- ture drops or the delay ...
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