Thermal and Mechanical Behavior of Functionally Graded Shell Structures

Functionally graded shell structures are thin, curved elements whose material composition and properties vary continuously through the thickness, typically transitioning from metal to ceramic or polymer to reinforce performance under combined thermal and mechanical loads. This spatial gradation mitigates stress concentrations, enhances load-bearing capacity and tailors thermal resistance, making these shells ideal for aerospace components, energy systems and automotive applications. Under thermal loading, graded shells exhibit non-uniform expansion and temperature-dependent stiffness distributions, which influence buckling thresholds and stability margins. Mechanical behaviour encompasses axial, bending and dynamic responses, including free vibration frequencies and post-buckling equilibrium paths. Advanced theoretical models—ranging from classical shell theory to higher-order shear deformation frameworks—have been developed to capture transverse shear effects, geometric nonlinearity and temperature-induced material property variations. Numerical and analytical approaches, such as the Galerkin method, finite element analysis and asymptotic continuation, reveal how gradient profiles, shell geometry and boundary conditions interact to shape critical loads, natural frequencies and deformation patterns. The integration of nanocomposite reinforcements, porosity and stiffening elements further extends design versatility, offering pathways to optimise thermal stability, mechanical resilience and multifunctional performance in extreme environments.

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Thermal and Mechanical Behavior of Functionally Graded Shell Structures publication trend

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Technical terms

Functionally graded material (FGM): A composite whose properties vary continuously through its volume to achieve tailored mechanical and thermal performance.

Thermoelastic stability: The condition under which a structure under combined thermal and mechanical loads loses stability, often identified by a critical temperature or load.

Buckling: A sudden change in deformation pattern under critical load, leading to loss of load-carrying capacity.

Shear deformation theory: A shell theory accounting for transverse shear strains, improving accuracy for moderately thick structures.

Galerkin method: A weighted-residual technique for deriving approximate solutions to differential equations governing structural behaviour.

References

1. Mathematical Modeling and Analytical Solution of Thermoelastic Stability Problem of Functionally Graded Nanocomposite Cylinders within Different Theories. Mathematics (2022).
2. Analytical Solution of Stability Problem of Nanocomposite Cylindrical Shells under Combined Loadings in Thermal Environments. Mathematics (2023).
3. Vibration Analysis of Porous Functionally Graded Material Truncated Conical Shells in Axial Motion. Mechanika (2024).