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 214
Table 6 The test results can be summarised as : Defect Failure Pressure ( bar ) ( 1 ) All the pits exhibited high failure stresses ( > 129 % SMYS , > 104 % yield strength , > 82 % UTS ) . Predicted of ** Actual of N / mm2 A с D 197 195 ...
Table 6 The test results can be summarised as : Defect Failure Pressure ( bar ) ( 1 ) All the pits exhibited high failure stresses ( > 129 % SMYS , > 104 % yield strength , > 82 % UTS ) . Predicted of ** Actual of N / mm2 A с D 197 195 ...
Page 363
Table 2 Parameter Study Results : Pipe Wall 0.833 Inch Table 6 Expected Numbers of Limit Exceedence Events Assuming No Corrective Actions Run No. Water Content ( % ) Trans . Length ( ft ) Time 0.75 % ( yrs ) Vert . Disp . ( in . ) ...
Table 2 Parameter Study Results : Pipe Wall 0.833 Inch Table 6 Expected Numbers of Limit Exceedence Events Assuming No Corrective Actions Run No. Water Content ( % ) Trans . Length ( ft ) Time 0.75 % ( yrs ) Vert . Disp . ( in . ) ...
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Table 8 Cr content of weld metal Target properties Mo content of weld metal : < 0.01 wt % Size 0. D. : 762mm W. T. : 25.4mm < 0.01 wt % Tensile strength ( L & C ) API 5 L X70 YS : 4 8 2 ~ 6 3 2 MPa TS : Min . 5 6 5 MPa YR : Max .
Table 8 Cr content of weld metal Target properties Mo content of weld metal : < 0.01 wt % Size 0. D. : 762mm W. T. : 25.4mm < 0.01 wt % Tensile strength ( L & C ) API 5 L X70 YS : 4 8 2 ~ 6 3 2 MPa TS : Min . 5 6 5 MPa YR : Max .
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Contents
MEASUREMENT AND METERING | 1 |
OFFSHORE PIPELINE TECHNOLOGY | 53 |
CODESSTANDARDS AND REGULATIONS | 75 |
Copyright | |
14 other sections not shown
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Common terms and phrases
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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1992 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| ISBN | 0791809145, 9780791809143 |
| Export Citation | BiBTeX EndNote RefMan |