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 78
Hoveo / Noa Norzo Figure 3 - Diamond Buckle in Specimen CPON Figure 5 - ' Elephant's Foot Buckle in Specimen CP8ON 4.0 - RESULTS AND DISCUSSION 3.2 - Bulge Buckling In all of the specimens tested with internal pressure , the observed ...
Hoveo / Noa Norzo Figure 3 - Diamond Buckle in Specimen CPON Figure 5 - ' Elephant's Foot Buckle in Specimen CP8ON 4.0 - RESULTS AND DISCUSSION 3.2 - Bulge Buckling In all of the specimens tested with internal pressure , the observed ...
Page 79
perturbations introduced by the weld increased the likelihood that the wrinkle would form near the middle of the specimen . moments applied at the ends of the specimens . The plotted curvature is the sum of the change in angle measured ...
perturbations introduced by the weld increased the likelihood that the wrinkle would form near the middle of the specimen . moments applied at the ends of the specimens . The plotted curvature is the sum of the change in angle measured ...
Page 80
2000.0 1800.0 shown by Souza and Murray ( 1999 ) for specimens with lower D / t ratios . The finite element analysis can accurately represent all essential aspects of the physical behaviour of the pipe specimens .
2000.0 1800.0 shown by Souza and Murray ( 1999 ) for specimens with lower D / t ratios . The finite element analysis can accurately represent all essential aspects of the physical behaviour of the pipe specimens .
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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 |