AccScience Publishing / IJOCTA / Online First / DOI: 10.36922/IJOCTA026090035
RESEARCH ARTICLE

Investigation of the elastic–plastic behavior of pipes and vertical risers in offshore hydraulic structures

Latif F. Aslanov1,2∗ Ulvi L. Aslanli1,2
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1 “OilGasScientificResearchProject'' Institute, State Oil Company of the Azerbaijan Republic (SOCAR), Baku, Azerbaijan
2 Azerbaijan University of Architecture and Construction, Baku, Azerbaijan
Received: 1 March 2026 | Revised: 3 April 2026 | Accepted: 8 April 2026 | Published online: 20 May 2026
© 2026 by the Author(s). This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution -Noncommercial 4.0 International License (CC-by the license) ( https://creativecommons.org/licenses/by-nc/4.0/ )
Abstract

This article investigates the stability and strength of tubular elements in offshore oil and gas structures, considering internal fluid flow, centrifugal forces, and material nonlinearity. The main objective is to analyze the deformation of tubular elements under various fluid flow regimes and assess their stability under eccentricity and initial imperfections. Both elastic and elastoplastic material models are employed, along with the effects of distributed loads and axial forces. An increase in fluid flow velocity leads to significant changes in element behavior, reducing structural stability. The small parameter method is applied to capture nonlinear effects more accurately, providing analytical solutions for additional bending and their influence on structural stability. This approach allows for precise evaluation of tubular element behavior under internal fluid flow conditions and can be applied to the design, strength calculation, and optimization of pipelines and other hydraulic structures. Although fractional derivatives were not applied in this study, it is acknowledged that they have gained significant importance in modern research as powerful tools. These derivatives offer new analytical perspectives for modeling complex physical systems and have been increasingly used in various fields such as engineering, physics, and applied mathematics. The results contribute to practical engineering recommendations, operational improvement, and the design optimization of offshore infrastructure, ensuring applicability to a wide range of nonlinear structural mechanics problems.

Graphical abstract
Keywords
Standpipe
Offshore structures
Pipeline systems
Follower forces
Nonlinear theory
Funding
None.
Conflict of interest
The authors declare they have no competing interests.
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