An equation for estimating the maximum normal strain of buried steel pipes in bend area under propagating waves in sands
The possible vulnerability of pipelines under propagating waves, especially in bend areas, emphasizes the need for much research in this context. Although beam and beam-shell hybrid models are usually used in the studies conducted in this eld, the current study employs a continuum model. To this end...
Main Authors: | Behnamfar, F. (Author), Mohammadi, E. (Author) |
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Format: | Article |
Language: | English |
Published: |
Sharif University of Technology
2022
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Subjects: | |
Online Access: | View Fulltext in Publisher |
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