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 61
These limitations depend primarily on the mooring line length , length , but also operating seastate conditions , anchor relocation procedure , and move - up technique . Mooring line performance was evaluated by comparing the existing ...
These limitations depend primarily on the mooring line length , length , but also operating seastate conditions , anchor relocation procedure , and move - up technique . Mooring line performance was evaluated by comparing the existing ...
Page 212
British Gas Long Defect Tests Test Slot Background Failure Yield / UTS ( N / mm2 ) Pressure ( bar ) Round API Bar Length Depth ( % wt ) mm The failure stress of finite length defects can be estimated using ( 9 ) : 40 OH 485/572 451/577 ...
British Gas Long Defect Tests Test Slot Background Failure Yield / UTS ( N / mm2 ) Pressure ( bar ) Round API Bar Length Depth ( % wt ) mm The failure stress of finite length defects can be estimated using ( 9 ) : 40 OH 485/572 451/577 ...
Page 213
The failure stress of finite length defects ( pipe diameter ) can be reasonably predicted by Equation ( 1 ) , but only a small safety factor ( average 1.11 ) on predicted failure stress is obtained . Figures 2 and 3 use a flow strength ...
The failure stress of finite length defects ( pipe diameter ) can be reasonably predicted by Equation ( 1 ) , but only a small safety factor ( average 1.11 ) on predicted failure stress is obtained . Figures 2 and 3 use a flow strength ...
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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 |