A two-scale asymptotic expansion method for periodic composite Euler beams. (1st June 2020)

• Record Type: Journal Article
• Authors: Huang, Z.W.; Xing, Y.F.; Gao, Y.H.
• Is Part Of: Composite structures. Volume 241(2020)
• Publication Date: 2020-06-01
• Subjects: Periodic composite beam -- Asymptotic expansion method -- Cell problem -- Well-posedness -- Convergence; Composite construction -- Periodicals; Composites -- Périodiques; 624.18
• DOI: 10.1016/j.compstruct.2020.112033
• Languages: English
• ISSNs: 0263-8223

Abstract

Highlights: A two-scale solution is achieved for the fourth-order elliptic equation. Four normalization conditions are proposed for the cell problem of beam. Solution convergence of the fourth-order elliptic equation is proved. The effects of higher-order terms on two-scale solutions are revealed. Abstract: This paper develops a two-scale asymptotic expansion solution method for periodic composite Euler beams for the first time. In this method, a two-scale solution in the asymptotic expansion form is achieved for the fourth-order uniformly elliptic differential equation with periodic oscillating coefficients, and the first-order perturbed displacement is zero. The analytical solutions of unit cell problems are found with the help of four normalization conditions proposed in this work, and it follows that the homogenized elastic modulus of periodic composite beam is exactly the harmonic mean of material moduli. Another contribution of this work is to mathematically verify the convergence of the two-scale asymptotic expansion solution through the two-scale convergence method. In addition, the paper reveals the effects of higher-order expansion terms on the two-scale displacements and concludes that the second order or even higher-order perturbed displacements are necessary for obtaining accurate curvatures relevant to micro stresses. Finally, numerical experiments validate that the present method is rigorous in mathematics and physically acceptable.