Numerical Investigation of Dynamic Failure in Perforated Square Plates Under Near-Field Blast Loading

This study uses numerical simulation methods to analyze the failure modes of clamped square plates and stiffened plates with circular holes under blast loading. Based on the ANSYS/LS-DYNA platform, a numerical model of perforated plates was established, and the Load Blast Enhanced (LBE) method was applied to simulate dynamic deformation under explosive loading. The reliability of the model was verified through experimental data. Subsequently, single-hole flat plates and stiffened plates were modeled to investigate the influence of hole diameter (φ25mm/50mm/75mm) on structural response. A comparative analysis was conducted on the failure mechanisms and strain distribution of flat plates, centrally perforated plates, and centrally perforated stiffened plates under near-field blast loading.The results indicate that different structures exhibit significantly distinct failure modes under near-field blast loading. Stiffened plates are more prone to global failure compared to flat plates, and the presence of pre-existing holes and stiffeners notably alters the damage patterns.

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Published
2025-08-03
DOI
https://doi.org/10.1109/icma65362.2025.11120830
Primary Topic
Structural Response to Dynamic Loads
Type
article
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article

Numerical Investigation of Dynamic Failure in Perforated Square Plates Under Near-Field Blast Loading

H. L. Duan, Qingyuan Wei, Meng Wang, Dongyan Shi
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Structural Response to Dynamic Loads
article

Numerical Investigation of Dynamic Failure in Perforated Square Plates Under Near-Field Blast Loading

H. L. Duan, Qingyuan Wei, Meng Wang, Dongyan Shi
article en

Abstract

This study uses numerical simulation methods to analyze the failure modes of clamped square plates and stiffened plates with circular holes under blast loading. Based on the ANSYS/LS-DYNA platform, a numerical model of perforated plates was established, and the Load Blast Enhanced (LBE) method was applied to simulate dynamic deformation under explosive loading. The reliability of the model was verified through experimental data. Subsequently, single-hole flat plates and stiffened plates were modeled to investigate the influence of hole diameter (φ25mm/50mm/75mm) on structural response. A comparative analysis was conducted on the failure mechanisms and strain distribution of flat plates, centrally perforated plates, and centrally perforated stiffened plates under near-field blast loading.The results indicate that different structures exhibit significantly distinct failure modes under near-field blast loading. Stiffened plates are more prone to global failure compared to flat plates, and the presence of pre-existing holes and stiffeners notably alters the damage patterns.

Harbin University (CN), Harbin Engineering University (CN)
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Openalex Percentile: Top 77%
Structural Response to Dynamic Loads
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Numerical Investigation of Dynamic Failure in Perforated Square Plates Under Near-Field Blast Loading — H. L. Duan, Qingyuan Wei, et al. · (2025) | TGRS Research Map | TGRS