shear Buckling Analysis of Laminated Composite Plates Containing Matrix Cracks Using a Hybrid Approach of Higher-Order Shear Deformation Theory and Experimental Damage Model

Document Type : Original Article

Authors

1 Ph.D. Candidate, Faculty of Aerospace Engineering, Malek Ashtar University of Technology, Tehran, Iran

2 Professor, Faculty of Aerospace Engineering, Malek Ashtar University of Technology, Tehran, Ira

3 Associate Professor, Faculty of Aerospace Engineering, Malek Ashtar University of Technology, Tehran, Iran

4 Assistant Professor, Department of Aerospace Engineering (Aircraft Structures), Shahid Sattari Aeronautical University, Tehran, Iran

Abstract
Introduction: Multilayered composite structures are widely used in aerospace and engineering applications due to their high strength-to-weight ratio. However, their structural performance is highly sensitive to manufacturing defects, particularly matrix cracks, which can significantly reduce the critical load-bearing capacity and accelerate buckling failure under shear loading. Therefore, developing accurate analytical models capable of accounting for damage-induced stiffness degradation is essential for reliable structural design.
Methods: An advanced analytical model was developed to predict the critical shear buckling load of thick laminated composite plates containing matrix cracks. The formulation is based on a higher-order shear deformation theory (HSDT) with 11 degrees of freedom, which accurately captures the parabolic distribution of transverse shear stresses and transverse normal strain effects without requiring shear correction factors. Stiffness degradation parameters resulting from matrix cracking were directly incorporated into the model using experimental tensile test data. The governing equations were derived through the principle of minimum potential energy and solved using the Galerkin method.
Findings: The effects of matrix crack density (0–1 crack/mm), plate thickness-to-length ratio (a/h = 5–100), and fiber orientation angle (θ = 0°–90°) on the normalized critical shear buckling load and its reduction percentage were investigated. The results demonstrated that matrix cracking substantially decreases the buckling resistance of composite plates. For the [±45]s laminate configuration, a crack density of 1 crack/mm resulted in a reduction of up to 64% in the critical shear buckling load. Furthermore, the proposed analytical predictions showed excellent agreement with three-dimensional elasticity solutions and finite element simulations.
Conclusion: The developed HSDT-based analytical model provides an accurate and efficient tool for evaluating the shear buckling behavior of damaged thick composite plates. The results highlight the significant influence of matrix crack density on structural stability and demonstrate the necessity of considering experimentally determined stiffness degradation in buckling analyses of composite structures.

Keywords

Subjects

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  • Receive Date 04 December 2025
  • Revise Date 17 January 2026
  • Accept Date 20 May 2026