Elastic-plastic buckling of pipes with asymmetric dual corrosion defects subject to external pressure
In the deep-sea environment, pipelines are prone to buckling instability under the coupling effect of hydrostatic pressure and corrosion defects. This instability phenomenon is affected by the pipe dimensions, material parameters and corrosion defects. Based on the shell buckling theory, a semi-anal...
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Published in | Ocean engineering Vol. 240; p. 109975 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
15.11.2021
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Subjects | |
Online Access | Get full text |
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