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A Journal of Russian Academy of Sciences
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IssuesArchive of Issues2025-6pp.4656-4672

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A. Belounar, F. Boussem, and L. Belounar, "Higher Order Strain-Based Quadrilateral Membrane Finite Element for Static and Free vibration Analysis," Mech. Solids. 60 (6), 4656-4672 (2025)
Year 2025 Volume 60 Number 6 Pages 4656-4672
DOI 10.1134/S0025654425601727
Title Higher Order Strain-Based Quadrilateral Membrane Finite Element for Static and Free vibration Analysis
Author(s) A. Belounar (Department of Civil Engineering, University Center of Tipaza, Tipaza, Algeria; NMISSI Laboratory, Faculty of Science and Technology, Biskra University, Biskra, Algeria, belounarab@yahoo.fr)
F. Boussem (NMISSI Laboratory, Faculty of Science and Technology, Biskra University, Biskra, Algeria;Department of Hydrocarbons and Renewable Energies, Adrar University, Adrar, Algeria, fboussem@gmail.com)
L. Belounar (NMISSI Laboratory, Faculty of Science and Technology, Biskra University, Biskra, Algeria, belounarl@yahoo.com)
Abstract This paper presents a new membrane finite element with in-plane rotational degrees of freedom and an additional internal node formulated using the assumed strain formulation. Designed for static and free vibration analyses, the proposed element is a quadrilateral with five nodes, which contains two translational and one in-plane rotational degrees of freedom at each corner node and only two in-plane translations for the central node. To improve computational efficiency, the static condensation concept is applied to remove the degrees of freedom of the central node, reducing system complexity without affecting accuracy or stability. A series of extensive static tests, including well-known reference problems such as cantilever beams with different shapes, and thick cylinders subjected to internal pressure, demonstrated the element’s superior performance on both regular and distorted meshes. In addition, the present element showed good agreement in free vibration studies of a cantilever wall, a cantilever beam, a variable-section cantilever beam, and a wall with openings. Results indicate that the proposed element achieves an accuracy comparable to higher-order elements, making it an effective and reliable choice for modeling thin-walled structures with significant in-plane behavior.
Keywords Membrane finite element, static condensation, internal node, strain-based approach, drilling rotational degrees of freedom
Received 12 April 2025Revised 31 July 2025Accepted 03 August 2025
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