Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 4American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 122
D. , Pipe Grade and Wall Thickness Selection The raw and treated water is transported to the East and West SPMs by a pair of pipelines , which are each 2.50 km and 3.50 km long , respectively . The pipelines are installed in a straight ...
D. , Pipe Grade and Wall Thickness Selection The raw and treated water is transported to the East and West SPMs by a pair of pipelines , which are each 2.50 km and 3.50 km long , respectively . The pipelines are installed in a straight ...
Page 123
The maximum wave heights and periods ranged from 4.8 m and 8.8 sec . for the 1year and 7.5 m and 10.8 sec . for the 100year storm conditions , respectively . Lateral Stability of Pipelines As internal pressure did not govern ...
The maximum wave heights and periods ranged from 4.8 m and 8.8 sec . for the 1year and 7.5 m and 10.8 sec . for the 100year storm conditions , respectively . Lateral Stability of Pipelines As internal pressure did not govern ...
Page 314
The limit stress may differ depending on if the applied load is compressive or tensile . a is a correction factor depending on the ratio between the limit stress in the longitudinal and hoop direction respectively .
The limit stress may differ depending on if the applied load is compressive or tensile . a is a correction factor depending on the ratio between the limit stress in the longitudinal and hoop direction respectively .
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Contents
PIPELINE RELIABILITY AND LIMIT STATES DESIGN | 1 |
DESIGN OF PIPELINES AND RISERS | 5 |
OMAE99PIPE5019 | 21 |
Copyright | |
22 other sections not shown
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acceptable allowable analysis applied approach ASME assessment associated assumed axial bending branch buckling calculated capacity Conference considered construction Copyright corrosion cost crack defect defined deformation dent depth described determine developed diameter direction displacement distribution effect element Engineering equation factor failure field Figure force fracture function fuzzy given heat increase initial input inspection installation internal internal pressure joint length limit load material maximum measured Mechanics method modes neural networks obtained occur Offshore operating parameters performed pipe pipeline plastic possible predicted presented pressure probability problem range reduce reliability represent respectively risk safety sand shown shows soil specified specimens standard steel strain strength stress structural surface Table Technology temperature valve wall thickness weld yield
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 4 |
| 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, 1999 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |