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 94
The bed was made level before each experiment and was thoroughly mixed and re - levelled before re - use . diameter were achieved by covering the tubing with a heat shrink sleeve . This had the same frictional resistance on sand or mud ...
The bed was made level before each experiment and was thoroughly mixed and re - levelled before re - use . diameter were achieved by covering the tubing with a heat shrink sleeve . This had the same frictional resistance on sand or mud ...
Page 177
Proceedings of OMAE99 , 18th International Conference On Offshore Mechanics and Arctic Engineering July 11-16 , 1999 , St. Johns , Newfoundland , Canada OMAE99 / PIPE - 5018 ISSUES CONCERNING CODE BASED DESIGN OF LARGE - DIAMETER LARGE ...
Proceedings of OMAE99 , 18th International Conference On Offshore Mechanics and Arctic Engineering July 11-16 , 1999 , St. Johns , Newfoundland , Canada OMAE99 / PIPE - 5018 ISSUES CONCERNING CODE BASED DESIGN OF LARGE - DIAMETER LARGE ...
Page 318
1.5 % SMYS - 450MPa SMTS = 530MPa a = 1/5 for external overpressure and 2/3 for internal overpressure S Um Longitudinal Force 2.5 2 1.5 1 0.5 10 20 30 50 60 O Diameter over Wal Throtonous Figure 5 : Limit longitudinal force as a ...
1.5 % SMYS - 450MPa SMTS = 530MPa a = 1/5 for external overpressure and 2/3 for internal overpressure S Um Longitudinal Force 2.5 2 1.5 1 0.5 10 20 30 50 60 O Diameter over Wal Throtonous Figure 5 : Limit longitudinal force as a ...
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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 |