4.6 Article

Nonlinear fully coupled thermoelastic transient analysis of axial functionally graded composite panel

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Publisher

TAYLOR & FRANCIS INC
DOI: 10.1080/15397734.2023.2202228

Keywords

Axial functionally graded materials; coupled thermoelasticity; Green-Lagrange kinematics; Galerkin's method; Newmark method; nonlinear finite element method

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This article investigates the thermoelastic behavior of axially graded composite plates and doubly-curved panels subjected to conductive-convective boundary and uniformly distributed loading conditions. The material properties of the graded panel are determined using the power-law-based Voigt's scheme, and material and geometric nonlinearities are accounted for. The temperature profile is obtained through thermally nonlinear theory, and the weak forms of motion and heat-transfer equations are derived for finite element approximation. Transient responses are computed using numerical schemes, and the coupled model is validated with analytical and experimental results.
In this article, the two-way coupled thermoelastic behavior of axially graded composite plate and doubly-curved (cylindrical, spherical, hyperbolic, and elliptical) panels is examined under conductive-convective boundary and uniformly distributed loading conditions. Here, the material properties of the axial functionally graded panel are computed by employing the power-law-based Voigt's scheme. The material and geometric nonlinearities are incorporated using the cubic-polynomial-based temperature-dependent constitutive model and higher-order kinematics-based Green-Lagrange strain, respectively. The temperature profile is obtained through thermally nonlinear theory associated with high temperature, which is used to extract the energy equations obtained from the first law of thermodynamics and deformation-dependent entropy relation. The weak forms of motion and heat-transfer equations are derived using Galerkin's method and further combined into the two-way coupled field equation through 2D-finite element approximation via Lagrangian elements. The transient responses are computed via the Newmark and the Crank-Nicolson schemes, whereas the nonlinear iterations are executed through Picard's iteration technique. The performance of the fully coupled model for an axially graded (metal/ceramic) structure is verified with analytical, numerical, and experimental results and tested through a variety of numerical illustrations under various sets of conditions.

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