TY - JOUR
T1 - Meso-scale simulation of cross-ply UHMWPE composite laminates under general out-of-plane compressive loading
AU - Zhao, Chun Zheng
AU - Jin, Feng
AU - Zhang, Jian Hong
AU - Qiang, Lu Sheng
AU - Wang, Xin
AU - Ni, Chang Ye
AU - Zhang, Rui
AU - Lu, Tian Jian
N1 - Publisher Copyright:
© 2025
PY - 2026/3
Y1 - 2026/3
N2 - With an exceptional combination of low density and mechanical properties, cross-ply ultra-high molecular weight polyethylene (UHMWPE) composite laminates are increasingly exploited in civil engineering and armor protection systems, yet the design and analysis of such composite structures necessitate the development of efficient simulation tools that can optimally balance computational efficiency with predictive accuracy. Building upon our prior micro-scale FE model, a new meso‑scale approach is developed for simulating larger-sized cross-ply UHMWPE laminates. This innovative meso‑scale model accurately captures the fiber-scale deformation and failure mechanisms of composites while maintaining high computational efficiency. The validity of the proposed meso‑scale numerical methodology has been thoroughly validated by comparing it against extensive experimental data, including quasi-static compression, indentation, drop-weight impact, and ballistic impact tests, with remarkable agreement across all simulations. Compared to traditional homogenization models, the meso‑scale model significantly improves the resolution in predicting the mechanical response and deformation processes of composites. The new model also overcomes their shortcoming of overlooking internal composite structures and provides new insights into the anisotropic deformation mechanisms of fibers and resins under general out-of-plane loadings. This work represents a novel implementation of a meso‑scale numerical model specifically developed for the design and optimization of cross-ply UHMWPE composite laminates, offering significant advancements in the simulation and analysis of protective structures made of advanced composite materials.
AB - With an exceptional combination of low density and mechanical properties, cross-ply ultra-high molecular weight polyethylene (UHMWPE) composite laminates are increasingly exploited in civil engineering and armor protection systems, yet the design and analysis of such composite structures necessitate the development of efficient simulation tools that can optimally balance computational efficiency with predictive accuracy. Building upon our prior micro-scale FE model, a new meso‑scale approach is developed for simulating larger-sized cross-ply UHMWPE laminates. This innovative meso‑scale model accurately captures the fiber-scale deformation and failure mechanisms of composites while maintaining high computational efficiency. The validity of the proposed meso‑scale numerical methodology has been thoroughly validated by comparing it against extensive experimental data, including quasi-static compression, indentation, drop-weight impact, and ballistic impact tests, with remarkable agreement across all simulations. Compared to traditional homogenization models, the meso‑scale model significantly improves the resolution in predicting the mechanical response and deformation processes of composites. The new model also overcomes their shortcoming of overlooking internal composite structures and provides new insights into the anisotropic deformation mechanisms of fibers and resins under general out-of-plane loadings. This work represents a novel implementation of a meso‑scale numerical model specifically developed for the design and optimization of cross-ply UHMWPE composite laminates, offering significant advancements in the simulation and analysis of protective structures made of advanced composite materials.
KW - Ballistic impact
KW - Meso-scale simulation methodology
KW - Quasi-static compression
KW - UHMWPE composite laminate
UR - https://www.scopus.com/pages/publications/105026125195
U2 - 10.1016/j.tws.2025.114415
DO - 10.1016/j.tws.2025.114415
M3 - 文章
AN - SCOPUS:105026125195
SN - 0263-8231
VL - 221
JO - Thin-Walled Structures
JF - Thin-Walled Structures
M1 - 114415
ER -