## 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

Interpretation of Different Failure Modes Examination of the results in Table 2

' buckling ...

Figure 4

**shows**a mid - height bulge buckle in specimen CP80W . ... 4.2 -Interpretation of Different Failure Modes Examination of the results in Table 2

**shows**that the two specimens with no internal pressure fail in the diamond shape' buckling ...

Page 79

Buckle Shape Table 2 - Experimental Results Exp . Net Exp . Test Axial Load to

at Failure Moment 0 kN kN - m kN - m ratio -2077 1874 2159 0.87 +155 1484

1195 1.24 Mipc Figure 6

specimens ...

Buckle Shape Table 2 - Experimental Results Exp . Net Exp . Test Axial Load to

at Failure Moment 0 kN kN - m kN - m ratio -2077 1874 2159 0.87 +155 1484

1195 1.24 Mipc Figure 6

**shows**a moment - curvature plot for the threespecimens ...

Page 318

Timoshenko Figures 8 and 9

31 ) . In Figure 8 the moment capacity surface is seen from the external pressure ,

compressive longitudinal force side and in Figure 9 it is seen from above .

Timoshenko Figures 8 and 9

**shows**the moment capacity surface given by Eq . (31 ) . In Figure 8 the moment capacity surface is seen from the external pressure ,

compressive longitudinal force side and in Figure 9 it is seen from above .

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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 effect element Engineering equation factor failure field Figure finite element force fracture function fuzzy given heat increase initial input inspection installation internal internal pressure 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