 | | Mechanics of Solids A Journal of Russian Academy of Sciences | | Founded
in January 1966
Issued 6 times a year
Print ISSN 0025-6544 Online ISSN 1934-7936 |
Archive of Issues
Total articles in the database: | | 13217 |
In Russian (Èçâ. ÐÀÍ. ÌÒÒ): | | 8152
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In English (Mech. Solids): | | 5065 |
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<< Previous article | Volume 60, Issue 3 / 2025 | Next article >> |
M.A. Ilgamov, "Bending of Underwater Pipeline During Lifting," Mech. Solids. 60 (3), 1500-1508 (2025) |
Year |
2025 |
Volume |
60 |
Number |
3 |
Pages |
1500-1508 |
DOI |
10.1134/S0025654424605950 |
Title |
Bending of Underwater Pipeline During Lifting |
Author(s) |
M.A. Ilgamov (Mechanical Engineering Research Institute of the RAS, Moscow, 101990 Russia; Institute of Mechanics and Åïgiïååriïg FRC KazanSC of RAS, Kazan, 420111 Russia; Mavlyutov Institute of Mechanics UFRC RAS, Ufa, 450054 Russia, ilgamov@anrb.ru) |
Abstract |
The article considers the bending of a long concrete pipeline when its section is raised to the free surface of a reservoir. The initial horizontal position of the pipeline is rectilinear. Its static bending occurs under the action of concentrated forces, the weights of the pipe and the transported medium, and the lifting force of water. The minimum required value of the lifting force and the corresponding length of the raised section of a long pipeline are determined. Taking into account the large ratio of this length to the depth of the reservoir, a linear bending equation is used. An analysis of the bend is given depending on the controlled lifting force and the controlled rise of the pipeline. |
Keywords |
pipeline, rise, concentrated forces, length of the raised section |
Received |
25 October 2024 | Revised |
16 November 2024 | Accepted |
17 November 2024 |
Link to Fulltext |
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