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 50
Modelling of the ability of the finite element analyses to represent the burst capacity obtained from the laboratory tests . The burst pressure capacity is then expressed as : PcAP = Yleb Y FEA Pril where Pal : predicted capacity from ...
Modelling of the ability of the finite element analyses to represent the burst capacity obtained from the laboratory tests . The burst pressure capacity is then expressed as : PcAP = Yleb Y FEA Pril where Pal : predicted capacity from ...
Page 204
Customary symbols represent stress , strain and displacement . Here t represents the surface tractions and f the body forces . Notice that the integrals are over the volume of the pipe and over the surfaces of the pipe , both inner and ...
Customary symbols represent stress , strain and displacement . Here t represents the surface tractions and f the body forces . Notice that the integrals are over the volume of the pipe and over the surfaces of the pipe , both inner and ...
Page 223
The value of a QV can be represented by linguistic terms used by human experts such as " decreasing rapidly " , " cold " ... Standard membership functions are used to represent all the input and output fuzzy sets in this problem .
The value of a QV can be represented by linguistic terms used by human experts such as " decreasing rapidly " , " cold " ... Standard membership functions are used to represent all the input and output fuzzy sets in this problem .
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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 |