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IssuesArchive of Issues2025-3pp.1500-1508

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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 2024Revised 16 November 2024Accepted 17 November 2024
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