A Ritz-based finite element method for a fractional-order boundary value problem of nonlocal elasticity

INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES

卷:202

Article

Patnaik, Sansit¹  Sidhardh, Sai¹  Semperlotti, Fabio¹ 

[1] Purdue Univ, Sch Mech Engn, Ray W Herrick Labs, W Lafayette, IN 47907 USA

关键词: Fractional Calculus;    Nonlocal beams;    Variational calculus;    Finite element method;   

DOI  :  10.1016/j.ijsolstr.2020.05.034

来源: Elsevier

【 摘 要 】

We present the analytical formulation and the finite element solution of a fractional-order nonlocal continuum model of a Euler-Bernoulli beam. Employing consistent definitions for the fractional-order kinematic relations, the governing equations and the associated boundary conditions are derived based on variational principles. Remarkably, the fractional-order nonlocal model gives rise to a self-adjoint and positive-definite system accepting a unique solution. Further, owing to the difficulty in obtaining analytical solutions to this boundary value problem, a finite element model for the fractional-order governing equations is presented. Following a thorough validation with benchmark problems, the fractional finite element model (f-FEM) is used to study the nonlocal response of a Euler-Bernoulli beam subjected to various loading and boundary conditions. The fractional-order positive definite system will be used here to address some paradoxical results obtained for nonlocal beams through classical integral approaches to nonlocal elasticity. Although presented in the context of a 1D Euler-Bernoulli beam, the f-FEM formulation is very general and could be extended to the solution of any general fractional-order boundary value problem. (C) 2020 Elsevier Ltd. All rights reserved.

【 授权许可】

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