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 24
PAD 2 w P.D PS ( 7 ) 2w -- } r } " Ite , ) do , ou dw Ultimate Limit State Bursting The bursting failure mode occurs when the hoop stress in the pipe wall exceeds the ultimate tensile strength of the pipe material .
PAD 2 w P.D PS ( 7 ) 2w -- } r } " Ite , ) do , ou dw Ultimate Limit State Bursting The bursting failure mode occurs when the hoop stress in the pipe wall exceeds the ultimate tensile strength of the pipe material .
Page 93
2 ) Shear strength S.D S. D W W , m S ) . - = = rea = ( 11 ) The majority of the test programme was performed on a bed of fine sand . Although the seabed material at the field site is estimated to be predominantly cohesive , it was ...
2 ) Shear strength S.D S. D W W , m S ) . - = = rea = ( 11 ) The majority of the test programme was performed on a bed of fine sand . Although the seabed material at the field site is estimated to be predominantly cohesive , it was ...
Page 199
The higher loads associated with deepwater installation demand greater utilization of the pipe strength capacity that can result in permanent curvature of the pipe . The current low oil price forecasts ...
The higher loads associated with deepwater installation demand greater utilization of the pipe strength capacity that can result in permanent curvature of the pipe . The current low oil price forecasts ...
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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 |