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March 2, 2026International Journal of Structural Stability and Dynamics4 citations

Synergistic Influence of Auxetic Core Design and RG Foundations on the Buckling Stability of Nanocomposite Sandwich Plates: A Novel MZZT Framework

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EAEhsan ArshidZMZahra Khoddami MaraghiPRParisa Rahimkhani

Key Points

  • The research aims to explore how auxetic core design and RG foundations affect the buckling stability of nanocomposite sandwich plates.
  • Developed an analytical framework using MZZT and GDQM.
  • Analyzed three-phase nanocomposite face sheets and auxetic core.
  • Conducted simulations on varying rib thickness and inclination angles.
  • Up to 40% improvement in critical buckling load compared to uniform Winkler foundations.
  • Increased rib thickness and inclination enhances stability.
  • Most effective stress-stiffness matching found with stiffness gradients between 0.8 and 1.2.

Abstract

This study develops a high-fidelity analytical framework to investigate the synergistic effects of auxetic core architecture and Radially Graded (RG) elastic foundations on the buckling behavior of nanocomposite sandwich annular plates. The structure incorporates three-phase nanocomposite face sheets consisting of carbon fibers, an epoxy matrix, and a nano-interphase layer bonded to an auxetic core that enables tailored in-plane deformation and enhanced energy absorption. The governing equations are derived using Murakami’s Zig-Zag Theory (MZZT) combined with the Generalized Differential Quadrature Method (GDQM), which accurately represents layerwise kinematics and interfacial stress continuity while maintaining computational efficiency. The results show that coordinated tuning of the auxetic geometry and foundation gradation produces up to 40% improvement in the critical buckling load compared with plates supported on uniform Winkler foundations. Increasing the rib thickness and inclination angle of the auxetic lattice enhances overall stiffness and stability, while excessive cell elongation reduces buckling resistance due to localized flexibility. Moderate stiffness gradients with β between 0.8 and 1.2 provide the most effective stress–stiffness matching, particularly for radius ratios in the range of 0.5 to 0.7. The proposed framework establishes a new paradigm for adaptive stability control in multifunctional sandwich systems and offers a physically consistent and computationally efficient tool for designing lightweight, highperformance structures in aerospace and energy-related applications.

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Cite This Study

Arshid et al. (2026) studied this question.

synapsesocial.com/papers/69a52de5f1e85e5c73bf111dhttps://doi.org/10.1142/s0219455427503135
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Also Consider

Synapse has enriched 5 closely related papers on similar clinical questions. Consider them for comparative context:

  1. 1Thermally Induced Instability of Nanocomposite Sandwich Plates with Architected Auxetic Cores Resting on Non-Uniform Elastic Foundations2026 · 5 citations
  2. 2Dynamic Analysis of Sandwich Plates with Auxetic Honeycomb Core and Laminated FG-CNTRC Facesheets Using a PB-2 Ritz Formulation2026
  3. 3Ritz-Based Analysis of Functionally Graded Sandwich Plates with Reentrant Auxetic Core2026
  4. 4Mathematical Solution for Buckling of Tunable Auxetic/FG-CNTRC Sandwich Hyperboloid Structures in Thermal Environment using an Improved Fourier Series Approach2026
  5. 5Static bending and baseline free-vibration assessment of Type-A functionally graded sandwich plates with a homogenized auxetic core2026