On the finite element analysis of functionally graded sandwich curved beams via a new refined higher order shear deformation theory. (1st January 2022)

• Record Type: Journal Article
• Authors: Belarbi, Mohamed-Ouejdi; Houari, Mohammed Sid Ahmed; Hirane, Hicham; Daikh, Ahmed Amine; Bordas, Stéphane Pierre Alain
• Is Part Of: Composite structures. Volume 279(2022)
• Publication Date: 2022-01-01
• Subjects: Functionally graded -- Curved beam -- Sandwich beam -- Finite element method -- Static analysis; Composite construction -- Periodicals; Composites -- Périodiques; 624.18
• DOI: 10.1016/j.compstruct.2021.114715
• Languages: English
• ISSNs: 0263-8223

Abstract

Abstract: In the present paper, a novel refined shear deformation beam theory is proposed and applied, for the first time, to investigate the bending behavior of functionally graded (FG) sandwich curved beam. The present theory is exploited to satisfy parabolic variation of shear stress distribution along the thickness direction thereby obviating the use of any shear correction factors. The material properties of FG sandwich beam change continuously from one surface to another according to a power-law function. Three common configurations of FG beams are considered for the study, namely: (a) single layer FG beam; (b) sandwich beam with FG face sheets and homogeneous core and (c) sandwich beams with homogeneous face sheets and FG core. The governing equations derived herein are solved by employing the finite element method using a two-noded beam element, developed for this purpose. A wide range of comparative studies is carried-out to establish the robustness and the performance of the present finite element model. A comparison study shows that the proposed model is: (a) accurate and comparable with the literature; b) of fast rate of convergence to the reference solution; c) excellent in terms of numerical stability and d) valid for both thin and thick FG sandwich curved beams. Moreover, comprehensive numerical results are presented and discussed in detail to investigate the effects of volume fraction index, radius of curvature, material distributions, length-to-thickness ratio, face-to-core- thickness ratio, loadings and boundary conditions on the static response of FG curved sandwich beam. New referential results for thin and thick FG sandwich curved beam are offered, in which can be used to establish benchmarks for future research.