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 173
This type of vibration occurs regularly for pipelines aligned perpendicular to the prevailing wind directions ( Figure 1 ) . 2.400 F. 1,200 10 102 CYCLES Figure 6 S - N Curves for Pipeline Girth Welds ( Edison Welding Institute ) a ( 2 ) ...
This type of vibration occurs regularly for pipelines aligned perpendicular to the prevailing wind directions ( Figure 1 ) . 2.400 F. 1,200 10 102 CYCLES Figure 6 S - N Curves for Pipeline Girth Welds ( Edison Welding Institute ) a ( 2 ) ...
Page 223
The plane strain ultimate pressures are higher than the pressures calculated by assuming that failure occurs when UTS is reached in the corroded region ( ie failure pressure = ( UTS x thickness of corroded region ) ; pipe radius ) .
The plane strain ultimate pressures are higher than the pressures calculated by assuming that failure occurs when UTS is reached in the corroded region ( ie failure pressure = ( UTS x thickness of corroded region ) ; pipe radius ) .
Page 229
Failure occurs when some critical state ( for example , a critical plastic strain ) is reached in the corroded region ; this critical state is often not reached until yielding occurs outside the pit . Since the stresses in the corroded ...
Failure occurs when some critical state ( for example , a critical plastic strain ) is reached in the corroded region ; this critical state is often not reached until yielding occurs outside the pit . Since the stresses in the corroded ...
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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 |