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
Figure 4 shows a mid - height bulge buckle in specimen CP80W . 4.1 - EXPERIMENTAL RESULTS The results for seven test specimens are presented in this paper , four with traditional circumferential girth welds and three with no ...
Figure 4 shows a mid - height bulge buckle in specimen CP80W . 4.1 - EXPERIMENTAL RESULTS The results for seven test specimens are presented in this paper , four with traditional circumferential girth welds and three with no ...
Page 79
Specimen 3 mpc Buckle Shape D Table 2 - Experimental Results Exp . Net Exp . Test Axial Load Peak ? to at Failure Moment kN kN - m kN - m Мрс pc ratio -2077 1874 2159 0.87 +155 1484 1195 1.24 Figure 6 shows a moment - curvature plot for ...
Specimen 3 mpc Buckle Shape D Table 2 - Experimental Results Exp . Net Exp . Test Axial Load Peak ? to at Failure Moment kN kN - m kN - m Мрс pc ratio -2077 1874 2159 0.87 +155 1484 1195 1.24 Figure 6 shows a moment - curvature plot for ...
Page 318
Figure 12 shows the moment capacity as a function of longitudinal force for an external overpressure equal to 0.8 times the collapse pressure calculated by Haagsma's collapse equation Eq . ( 5 ) . Figure 13 again shows the moment ...
Figure 12 shows the moment capacity as a function of longitudinal force for an external overpressure equal to 0.8 times the collapse pressure calculated by Haagsma's collapse equation Eq . ( 5 ) . Figure 13 again shows the moment ...
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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 |