YANG Y H, LI J, CHEN W, et al. Impact resistance of foam concrete-filled straight-walled tetra-ligament aluminium alloy anti-chiral honeycomb structures[J]. Chinese Journal of Ship Research (in Chinese). DOI: 10.19693/j.issn.1673-3185.04383.
Citation: YANG Y H, LI J, CHEN W, et al. Impact resistance of foam concrete-filled straight-walled tetra-ligament aluminium alloy anti-chiral honeycomb structures[J]. Chinese Journal of Ship Research (in Chinese). DOI: 10.19693/j.issn.1673-3185.04383.

Impact resistance of foam concrete-filled straight-walled tetra-ligament aluminium alloy anti-chiral honeycomb structures

  • Objective To improve the energy absorption efficiency of auxetic (negative Poisson's ratio, NPR) honeycomb structures for naval blast protection, this study proposes a novel in-plane NPR honeycomb design. The structure consists of a straight-walled, tetra-ligament, anti-chiral aluminium alloy framework combined with a foam-concrete infill.
    Methods Finite-element models were developed in ABAQUS, where the 6061-T6 aluminium alloy framework was modelled using S4R shell elements and the foam-concrete filler using C3D8R solid elements. In-plane crushing simulations were conducted at 1 m/s, 15 m/s and 100 m/s. The collapse modes (crushing mode), stress-strain responses, and volumetric specific energy absorption (SEA) of unfilled, polyurethane-filled and foam-concrete-filled specimens were compared.
    Results The foam-concrete infill modified the collapse mode, redistributed stresses more uniformly, and introduced brittle-material characteristics into the stress–strain curves. At high (100 m/s), medium (15 m/s) and low (1 m/s) impact velocities, the SEA of the foam-concrete-filled honeycomb exceeded that of the unfilled baseline by more than 200 %.
    Conclusion The tetra-ligament, anti-chiral architecture effectively combines the ductility of the metallic framework with the brittle crushing behaviour of foam concrete, offering a promising lightweight, high-efficiency solution for blast protection in naval structures.
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