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Abstract

Bellows compensators are critical components in pipeline systems, designed to absorb thermal expansions, vibrations, and pressure reflections. Ensuring their operational reliability requires accurate prediction of the stress–strain state (SSS) and stability under internal pressure. This study presents a comprehensive mathematical model for analyzing corrugated bellows compensators, formulated as a boundary value problem for a system of partial differential equations (PDEs) within the Kirchhoff–Love shell theory framework. Two numerical approaches are developed and compared: a finite difference method (FDM) applied to a reduced axisymmetric formulation to ordinary differential equations (ODEs) and a finite element method (FEM) for the full variational formulation. The FDM scheme utilizes a second-order implicit symmetric approximation, ensuring stability and efficiency for axisymmetric geometries. The FEM model, implemented in Ansys 2020 R2, provides high fidelity for complex geometries and boundary conditions. Convergence analysis confirms second-order spatial accuracy for both methods. Numerical experiments determine critical pressures based on the von Mises yield criterion and linearized buckling analysis, revealing the influence of geometric parameters (wall thickness, number of convolutions) on failure mechanisms. The results demonstrate that local buckling can occur at lower pressures than that of global buckling for thin-walled bellows with multiple convolutions, which is critical for structural reliability assessment. The proposed combined approach (FDM for rapid preliminary design and FEM for final verification) offers a robust and efficient methodology for bellows design, enhancing reliability and reducing development time. The work highlights the importance of integrating rigorous PDE-based modeling with modern numerical techniques for solving complex engineering problems with a focus on structural integrity and long-term performance.

Details

1009240
Title
Reliability-Oriented Modeling of Bellows Compensators: A Comparative PDE-Based Study Using Finite Difference and Finite Element Methods
Author
Sarybayev, Yerzhan Y 1 ; Balgayev, Doszhan Y 1   VIAFID ORCID Logo  ; Tkachenko, Denis Y 2 ; Martyushev, Nikita V 3   VIAFID ORCID Logo  ; Malozyomov, Boris V 4   VIAFID ORCID Logo  ; Beisenov, Baurzhan S 1 ; Sorokova, Svetlana N 5   VIAFID ORCID Logo 

 Department of Technological Machines and Equipment, Institute of Energy and Mechanical Engineering, Satbayev University, Almaty 050013, Kazakhstan; [email protected] (Y.Y.S.); [email protected] (B.S.B.) 
 Department of Mechanical Engineering, Institute of Energy and Mechanical Engineering, Satbayev University, Almaty 050013, Kazakhstan; [email protected] 
 Department of Information Technologies, Tomsk Polytechnic University, 634050 Tomsk, Russia 
 Department of Electrotechnical Complexes, Novosibirsk State Technical University, 630073 Novosibirsk, Russia; [email protected] 
 Department of Mechanical Engineering, Tomsk Polytechnic University, 634050 Tomsk, Russia; [email protected] 
Publication title
Volume
13
Issue
21
First page
3452
Number of pages
31
Publication year
2025
Publication date
2025
Publisher
MDPI AG
Place of publication
Basel
Country of publication
Switzerland
Publication subject
e-ISSN
22277390
Source type
Scholarly Journal
Language of publication
English
Document type
Journal Article
Publication history
 
 
Online publication date
2025-10-29
Milestone dates
2025-09-10 (Received); 2025-10-27 (Accepted)
Publication history
 
 
   First posting date
29 Oct 2025
ProQuest document ID
3271047352
Document URL
https://www.proquest.com/scholarly-journals/reliability-oriented-modeling-bellows/docview/3271047352/se-2?accountid=208611
Copyright
© 2025 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.
Last updated
2025-11-12
Database
ProQuest One Academic