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 86
The pressure cycle after the dent application provides the data required to develop a transfer function between line pressure states and the pipe wall stress distribution . ty * > 14 *** is . 11 - VARAN > < > 17 ele Remove indentor for ...
The pressure cycle after the dent application provides the data required to develop a transfer function between line pressure states and the pipe wall stress distribution . ty * > 14 *** is . 11 - VARAN > < > 17 ele Remove indentor for ...
Page 314
COMBINED LOADS For pipes subjected to single loads , the failure is , as described above , dominated by either longitudinal or hoop stresses . For the combination of pressure , longitudinal force and bending the stress level at failure ...
COMBINED LOADS For pipes subjected to single loads , the failure is , as described above , dominated by either longitudinal or hoop stresses . For the combination of pressure , longitudinal force and bending the stress level at failure ...
Page 315
Ocamp is now defined as the limit longitudinal compressive stress in the pipe wall and thereby equal to o , as determined above with the negative sign before the square root . The limit tensile stress Ovens is accordingly equal to o ...
Ocamp is now defined as the limit longitudinal compressive stress in the pipe wall and thereby equal to o , as determined above with the negative sign before the square root . The limit tensile stress Ovens is accordingly equal to o ...
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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 |