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 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