Abstract
In this work, geometrically nonlinear behavior of sandwich composite beams reinforced by carbon nanotubes is studied, taking into account the influence of agglomeration of the carbon nanotubes (CNTs). The core of the sandwich beams is homogeneous while the two face sheets are made of CNT reinforced composite with the effective material properties being estimated by the Eshelby-Mori-Tanaka approach. A first-order shear deformable nonlinear beam element is formulated in the context of the total Lagrange formulation and used to construct the discretized nonlinear equilibrium equation. The Newton-Raphson based iterative procedure is used in conjunction with the arc-length method to trace the equilibrium paths of the beams. Detail parametric studies are carried out to illustrate the influence of the CNTs agglomeration, the amount of CNT volume fraction as well as the thicknesses of face sheets on the nonlinear behavior of the structure.
Publisher
Publishing House for Science and Technology, Vietnam Academy of Science and Technology (Publications)
Reference11 articles.
1. M. A. Crisfield. Non-linear finite element analysis of solids and structures, Volume 1: Essentials. JohnWiley and Sons, Chichester, (1991).
2. T. Belytschko, W. K. Liu, and B. Moran. Nonlinear finite elements for continua and structures. JohnWiley & Sons, Chichester, (2000).
3. D. K. Nguyen and T. T. Tran. A co-rotational formulation for large displacement analysis of functionally graded sandwich beam and frame structures. Mathematical Problems in Engineering, (2016), pp. 1–12.
4. B. T. T. Hoai, D. K. Nguyen, T. T. T. Huong, and L. T. N. Anh. Large dispalcements of FGSW beams in thermal environment using a finite element formulation. Vietnam Journal of Mechanics, 42, (2020), pp. 43–61.
5. D. K. Nguyen, T. T. H. Bui, T. T. H. Tran, and S. Alexandrov. Large deflections of functionally graded sandwich beams with influence of homogenization schemes. Archive of Applied Mechanics, 92, (2022), pp. 1757–1775.
Cited by
1 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献