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 126
The initiation of the pipe lay was performed by recovering the pipeline end abandoned after the landfall pipeline installation . The landfall is the section of pipeline between LTE and about 25 - m water depth .
The initiation of the pipe lay was performed by recovering the pipeline end abandoned after the landfall pipeline installation . The landfall is the section of pipeline between LTE and about 25 - m water depth .
Page 127
HYDROSTATIC TESTING AND COMMISSIONING The placement of pipeline pull heads in the target areas and correct bearing were performed by utilizing a transponder system pre - installed on the sea bed for each target area .
HYDROSTATIC TESTING AND COMMISSIONING The placement of pipeline pull heads in the target areas and correct bearing were performed by utilizing a transponder system pre - installed on the sea bed for each target area .
Page 186
For each component , a dimensional analysis was performed taking into account fabrication tolerances , and stress analysis results . The design of sealing and compliant tulips , connectors and split sleeves satisfy the requirements of ...
For each component , a dimensional analysis was performed taking into account fabrication tolerances , and stress analysis results . The design of sealing and compliant tulips , connectors and split sleeves satisfy the requirements of ...
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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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Common terms and phrases
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 |