Comparison of the dynamic response of clamped plates under fully confined and unconfined air-blast loading

Abstract Compared to an unconfined explosion, e.g., air blast, explosive threats in confined spaces must be carefully considered in fields such as aerospace, aviation, and shipping due to their dramatic destructive potential. This paper systematically investigates and compares the dynamic mechanical responses of monolithic plates under fully confined/unconfined blast loadings. Three-dimensional finite element (FE) simulations using the Coupled Eulerian-Lagrangian (CEL) method are validated, demonstrating a remarkable concordance with experimental observations for monolithic plates. Structural permanent deflections and deformation modes are captured by detonating the spherical TNT charge. In addition, numerical predictions further reveal additional insights into the complex interactions of blast shock waves and structure. The structural response to confined blast conditions is contrasted with that under air blast, considering an equivalent stand-off distance between the spherical charge and the specimen. The comparison reveals that the final structural deformation is four times greater in the confined blast scenario compared to the air blast case.

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Publication Details

Journal
Journal of Physics Conference Series
Published
2024-10-01
DOI
https://doi.org/10.1088/1742-6596/2862/1/012030
Primary Topic
Structural Response to Dynamic Loads
Type
article
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article

Comparison of the dynamic response of clamped plates under fully confined and unconfined air-blast loading

Yan Xia, Zhenyu Zhao, Zengkui Chen, Xue Li et al.
Journal of Physics Conference Series
Structural Response to Dynamic Loads
article

Comparison of the dynamic response of clamped plates under fully confined and unconfined air-blast loading

Yan Xia, Zhenyu Zhao, Zengkui Chen, Xue Li, Dong Liu, Tianjian Lu
article en

Abstract

Abstract Compared to an unconfined explosion, e.g., air blast, explosive threats in confined spaces must be carefully considered in fields such as aerospace, aviation, and shipping due to their dramatic destructive potential. This paper systematically investigates and compares the dynamic mechanical responses of monolithic plates under fully confined/unconfined blast loadings. Three-dimensional finite element (FE) simulations using the Coupled Eulerian-Lagrangian (CEL) method are validated, demonstrating a remarkable concordance with experimental observations for monolithic plates. Structural permanent deflections and deformation modes are captured by detonating the spherical TNT charge. In addition, numerical predictions further reveal additional insights into the complex interactions of blast shock waves and structure. The structural response to confined blast conditions is contrasted with that under air blast, considering an equivalent stand-off distance between the spherical charge and the specimen. The comparison reveals that the final structural deformation is four times greater in the confined blast scenario compared to the air blast case.

Journal of Physics Conference SeriesVol. 2862(1)
China Academy of Launch Vehicle Technology (CN), Nanjing University of Aeronautics and Astronautics (CN)
Openalex Percentile: Top 80%
Structural Response to Dynamic Loads
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