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 53
The set of partial safety factors to be applied with the selected characteristic values at each defined reliability level , were obtained through an optimisation of a penalty function u : min Σ ulb , - Broker ) where Burgee is the ...
The set of partial safety factors to be applied with the selected characteristic values at each defined reliability level , were obtained through an optimisation of a penalty function u : min Σ ulb , - Broker ) where Burgee is the ...
Page 76
9 Equation ( 4 ) is hereafter referred to as the ' Mohareb - Murray interaction equation ' , and was used to predict the fully plastic moment capacity of the test specimens , including the influence of the applied internal pressure and ...
9 Equation ( 4 ) is hereafter referred to as the ' Mohareb - Murray interaction equation ' , and was used to predict the fully plastic moment capacity of the test specimens , including the influence of the applied internal pressure and ...
Page 172
A negative ( tensile ) pressure was applied to the branch end to simulate the axial force due to the applied internal pressure . Similarly , nodes at the end of the run pipe opposite the symmetry plane were constrained to remain planar ...
A negative ( tensile ) pressure was applied to the branch end to simulate the axial force due to the applied internal pressure . Similarly , nodes at the end of the run pipe opposite the symmetry plane were constrained to remain planar ...
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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 |