Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 5American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 27
0.932 baseline 0.931 0.930 Pdown / Pnoz 0.929 8 COD 0 0.928 Da 0.927 0.926 O 5 10 15 20 25 5 10 15 20 25 L / D L2 / D Figure 17 : Effect of Vane Position on the Upstream Pressure . Symbols as in Figure 14 Effect of Vane Position on the ...
0.932 baseline 0.931 0.930 Pdown / Pnoz 0.929 8 COD 0 0.928 Da 0.927 0.926 O 5 10 15 20 25 5 10 15 20 25 L / D L2 / D Figure 17 : Effect of Vane Position on the Upstream Pressure . Symbols as in Figure 14 Effect of Vane Position on the ...
Page 195
THE EFFECT OF CORROSION ON THE FRACTURE AND FATIGUE RESISTANCE OF WELDS IN PIPELINES Robert M. Andrews TWI Cambridge , United Kingdom Table 1 Results for 2D corrosion groove analyses STRESS ,.
THE EFFECT OF CORROSION ON THE FRACTURE AND FATIGUE RESISTANCE OF WELDS IN PIPELINES Robert M. Andrews TWI Cambridge , United Kingdom Table 1 Results for 2D corrosion groove analyses STRESS ,.
Page 260
00 . м for primary stresses op ( 34 ) RANDOM LOADS AND LOAD EFFECTS ( YO ) , - Mm / os o s for secondary stresses Os ( 35 ) and for only In defining the fatigue and fracture limit states , the relevant load effect quantities are the ...
00 . м for primary stresses op ( 34 ) RANDOM LOADS AND LOAD EFFECTS ( YO ) , - Mm / os o s for secondary stresses Os ( 35 ) and for only In defining the fatigue and fracture limit states , the relevant load effect quantities are the ...
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Contents
MEASUREMENT AND METERING | 1 |
OFFSHORE PIPELINE TECHNOLOGY | 53 |
CODESSTANDARDS AND REGULATIONS | 75 |
Copyright | |
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actual allowable analysis applied Arctic assessment associated assumed axial bending calculated coefficient considered construction corrosion crack criteria damage defined dependent depth detection determine developed diameter discharge displacement distribution effect element Engineering equation equipment estimated evaluation example factor failure fatigue field Figure flow force fracture frequency function geometry given increase indicated initial installation internal leak length lift force limit load material maximum mean measured Mechanics meter methods obtained occurs offshore operating orifice parameters performed pipe pipeline practice predicted presented pressure probability problem procedure range ratio reduced reference reliability response safety shown shows simulation soil solution span specific standards steel strain strength stress structural Table Technology temperature thickness tube bundle velocity vibration wall weld yield