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Simulation of Tensile Progressive Damage in Thick Ply-Drop Composites with Open Holes
School of Aerospace Engineering and Applied Mechanics, Tongji University, Shanghai, 200092, China
* Corresponding Author: Zhen Zhang. Email:
The International Conference on Computational & Experimental Engineering and Sciences 2025, 33(4), 1-1. https://doi.org/10.32604/icces.2025.012239
Abstract
The growing use of ultra-thick composite laminates in aerospace structures demands a deeper understanding of their unique damage mechanisms under tensile loading, which differ significantly from those of thin laminates. This study introduces a novel 3D progressive damage model combining solid elements, the LaRC05 3D failure criterion (enhanced with through-thickness in-situ strengthening effects), and a mixed-mode cohesive zone model (CZM) to predict interlaminar delamination. The model captures the interaction between in-plane damage and through-thickness failure modes in open-hole ultra-thick composites, and addresses stress redistribution, localized buckling, delamination migration, and in-situ strength enhancement. Mesh sensitivity analysis validates the robustness of the model under refined meshing near stress-concentrated regions. A quantitative linkage is established between stacking sequences, interlaminar normal/shear stresses, and delamination initiation, revealing that reduced interlaminar normal strength triggers early delamination and compressive strength degradation by up to 11%. The results highlight that thicker laminates exhibit pronounced "in-situ" strengthening effects and stress heterogeneity, leading to 0° ply micro-buckling near outer layers and 45° ply fiber fracture propagation. Furthermore, matrix cracks accelerate delamination depending on ply orientation, emphasizing the critical role of damage interaction in ultra-thick composites. This work provides a validated numerical tool for optimizing aerospace composite designs against progressive failure.Keywords
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Copyright © 2025 The Author(s). Published by Tech Science Press.This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.


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