Aug 2026· Journal of Physics, Conference Series· Vol 3292, pp. 012036· 0 citations· 17 references
Physics
Abstract
Blast-resistant sandwich structures are widely used in lightweight protective systems. Still, their shape-topology optimization remains computationally expensive because the blast response involves nonlinear transient dynamics, large deformations, contact interactions, and plastic energy dissipation. This paper presents a high-fidelity verified surrogate-assisted optimization framework for blast-resistant sandwich structures. A Gaussian-process surrogate is employed to predict the maximum back-face deflection, and an upper-confidence-bound objective is introduced to reduce the risk of selecting overly optimistic surrogate optima. The optimization considers maximum back-face deflection, structural equivalent mass, and topology regularity to obtain an efficient and interpretable load-transfer network. A joint node–rib optimization case is investigated, in which rib parameters and node-position parameters are optimized simultaneously. High-fidelity verification shows that the optimized structure reduces the maximum back-face deflection from 1.49 cm to 1.16 cm under an equal-equivalent mass comparison, corresponding to a 22.15% reduction. In a similar-deflection comparison, the optimized structure reduces the equivalent mass from 5.36 to 3.54 while maintaining a comparable deflection. The results demonstrate that uncertainty-aware, surrogate-assisted shape-topology optimization can improve both the blast resistance and the lightweight efficiency of sandwich structures.
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