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Flexomagneticity in buckled shear deformable hard-magnetic soft structures

Abstract

This research work performs the first time exploring and addressing the flexomagnetic property in a shear deformable piezomagnetic structure. The strain gradient reveals flexomagneticity in a magnetization phenomenon of structures regardless of their atomic lattice is symmetrical or asymmetrical. It is assumed that a synchronous converse magnetization couples both piezomagnetic and flexomagnetic features into the material structure. The mathematical modeling begins with the Timoshenko beam model to find the governing equations and non-classical boundary conditions based on shear deformations. Flexomagneticity evolves at a small scale and dominant at micro/nanosize structures. Meanwhile, the well-known Eringen’s-type model of nonlocal strain gradient elasticity is integrated with the mathematical process to fulfill the scaling behavior. From the viewpoint of the solution, the displacement of the physical model after deformation is carried out as the analytical solution of the Galerkin weighted residual method (GWRM), helping us obtain the numerical outcomes on the basis of the simple end conditions. The best of our achievements display that considering shear deformation is essential for nanobeams with larger values of strain gradient parameter and small amounts of the nonlocal coefficient. Furthermore, we showed that the flexomagnetic (FM) effect brings about more noticeable shear deformations’ influence.

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Category:
Articles
Type:
artykuły w czasopismach
Published in:
CONTINUUM MECHANICS AND THERMODYNAMICS no. 34, pages 1 - 16,
ISSN: 0935-1175
Language:
English
Publication year:
2022
Bibliographic description:
Malikan M., Eremeev V.: Flexomagneticity in buckled shear deformable hard-magnetic soft structures// CONTINUUM MECHANICS AND THERMODYNAMICS -Vol. 34, (2022), s.1-16
DOI:
Digital Object Identifier (open in new tab) 10.1007/s00161-021-01034-y
Sources of funding:
  • Free publication
Verified by:
Gdańsk University of Technology

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