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 34
Plastic Deformation ( P ) and accumulated strain Geometry ( Thickness ) Links between the different section One major comment to the Rules has been the lack of a clear link between the material and the design section .
Plastic Deformation ( P ) and accumulated strain Geometry ( Thickness ) Links between the different section One major comment to the Rules has been the lack of a clear link between the material and the design section .
Page 178
The required reinforcement , as defined by the replacement area method , requires an equivalent amount of reinforcing material , as measured through the center of the opening along a line parallel to the main pipe axis , to be added .
The required reinforcement , as defined by the replacement area method , requires an equivalent amount of reinforcing material , as measured through the center of the opening along a line parallel to the main pipe axis , to be added .
Page 244
It means that the material properties are identical along any iwo rays symmetric with respect to the I - y plane . If the material possesses three mutually perpendicular planes of elastic symmetry and the principal material symmetry ...
It means that the material properties are identical along any iwo rays symmetric with respect to the I - y plane . If the material possesses three mutually perpendicular planes of elastic symmetry and the principal material symmetry ...
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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 |