Blast Resistance of Two-Stage Sandwich Panels with Homogeneous and Hybrid Core Configurations under High-Intensity Loading

Novel honeycomb sandwich panels have been investigated as a superior alternative to solid plates for blast protection. Earlier studies primarily focused on single-core-layer configurations; however, recent research has explored incorporating multiple core layers to enhance blast resistance while maintaining the overall mass and volume of the panel. In the present numerical study, sandwich panels with two core layers separated by an intermediate sheet were designed and subjected to dynamic blast loading, characterized in terms of an equivalent TNT charge mass (1–5[Formula: see text]kg TNT), with a detonation point located 100[Formula: see text]mm from the target structure. By combining circular and square honeycombs of Inconel-718 and stainless-steel alloy AL-6XN material in various ways, novel blast-resistant homogenous and hybrid core two-stage sandwich panels have been developed. The Johnson–Cook material model and ConWep blast simulation code were implemented for an accurate blast simulation study. Comparative evaluation of the two-stage circular core steel model with the single-stage square core baseline design demonstrated a significant mitigation of 27% in back face deflection at 1[Formula: see text]kg TNT blast load. Compared to the conventional single-stage square core design, Inconel-cored panels with double circular cores, circular top-square bottom cores, and square top-circular bottom cores achieved back-face deflection reductions of 79%, 69%, and 50% at 1 kg TNT, and 67%, 63%, and 61% at 3 kg TNT, respectively. Compared to the conventional existing two-stage designs, the novel Inconel-cored, two-stage panel of double circular geometry reduced the back face deflection by 68% at 1[Formula: see text]kg TNT and 53% at 3[Formula: see text]kg TNT, respectively. The inconel cored panels, having a double circular core arrangement, showed very minimal deformation even at higher blast loads of 4 and 5[Formula: see text]kg TNT and improved the back face deflection by 60% at 4[Formula: see text]kg TNT and 55% at 5[Formula: see text]kg TNT, respectively, compared to the conventional single-stage square core design.

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Publication Details

Journal
International Journal of Structural Stability and Dynamics
Published
2025-12-24
DOI
https://doi.org/10.1142/s0219455427502051
Primary Topic
Cellular and Composite Structures
Type
article
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article

Blast Resistance of Two-Stage Sandwich Panels with Homogeneous and Hybrid Core Configurations under High-Intensity Loading

Rashmi Sawant, Shivdayal Patel
International Journal of Structural Stability and Dynamics
Cellular and Composite Structures
article

Blast Resistance of Two-Stage Sandwich Panels with Homogeneous and Hybrid Core Configurations under High-Intensity Loading

Rashmi Sawant, Shivdayal Patel
article en

Abstract

Novel honeycomb sandwich panels have been investigated as a superior alternative to solid plates for blast protection. Earlier studies primarily focused on single-core-layer configurations; however, recent research has explored incorporating multiple core layers to enhance blast resistance while maintaining the overall mass and volume of the panel. In the present numerical study, sandwich panels with two core layers separated by an intermediate sheet were designed and subjected to dynamic blast loading, characterized in terms of an equivalent TNT charge mass (1–5[Formula: see text]kg TNT), with a detonation point located 100[Formula: see text]mm from the target structure. By combining circular and square honeycombs of Inconel-718 and stainless-steel alloy AL-6XN material in various ways, novel blast-resistant homogenous and hybrid core two-stage sandwich panels have been developed. The Johnson–Cook material model and ConWep blast simulation code were implemented for an accurate blast simulation study. Comparative evaluation of the two-stage circular core steel model with the single-stage square core baseline design demonstrated a significant mitigation of 27% in back face deflection at 1[Formula: see text]kg TNT blast load. Compared to the conventional single-stage square core design, Inconel-cored panels with double circular cores, circular top-square bottom cores, and square top-circular bottom cores achieved back-face deflection reductions of 79%, 69%, and 50% at 1 kg TNT, and 67%, 63%, and 61% at 3 kg TNT, respectively. Compared to the conventional existing two-stage designs, the novel Inconel-cored, two-stage panel of double circular geometry reduced the back face deflection by 68% at 1[Formula: see text]kg TNT and 53% at 3[Formula: see text]kg TNT, respectively. The inconel cored panels, having a double circular core arrangement, showed very minimal deformation even at higher blast loads of 4 and 5[Formula: see text]kg TNT and improved the back face deflection by 60% at 4[Formula: see text]kg TNT and 55% at 5[Formula: see text]kg TNT, respectively, compared to the conventional single-stage square core design.

International Journal of Structural Stability and Dynamics
Indian Institute of Information Technology Design and Manufacturing Jabalpur (IN)
Openalex Percentile: Top 45%
Cellular and Composite Structures
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