An analytical model for calculating final plastic deformation of rectangular plates under impulsive loading based on membrane modal method

This paper deduces an analytical model for calculating the final plastic deformation of rectangular plates under impulsive loading using the membrane modal method. Modal shape and acceleration are derived from field equations under simple membrane action, incorporating average strain rate effects via a post-corrected strategy. A new dimensionless damage number is introduced, and a formula for dimensionless final plastic deformation with strain rate consideration is established. Predicted deflections are compared with experimental data for steel square and rectangular plates, showing an average absolute error of approximately 9.3% between model solutions and experimental results meeting engineering calculation requirements. Additionally, a linear fitting empirical formula based on the dimensionless damage number is proposed, enabling determination of the critical loading impulse for membrane-dominated plastic deformation initiation in rectangular plates. Compared to Jones’s model, the present model demonstrates superior agreement with experimental data. This research provides valuable reference for studying and evaluating the dynamic plastic response of rectangular plates under impulsive loading.

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Publication Details

Journal
International Journal of Protective Structures
Published
2026-01-12
DOI
https://doi.org/10.1177/20414196251415564
Primary Topic
Structural Response to Dynamic Loads
Type
article
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article

An analytical model for calculating final plastic deformation of rectangular plates under impulsive loading based on membrane modal method

Hua Fu, T. Li, Weizheng Xu, Yexun Li et al.
International Journal of Protective Structures
Structural Response to Dynamic Loads
article

An analytical model for calculating final plastic deformation of rectangular plates under impulsive loading based on membrane modal method

Hua Fu, T. Li, Weizheng Xu, Yexun Li, Hao Tang, Xianxu Zheng, Yu Huang, Zhiguo Yu
article en

Abstract

This paper deduces an analytical model for calculating the final plastic deformation of rectangular plates under impulsive loading using the membrane modal method. Modal shape and acceleration are derived from field equations under simple membrane action, incorporating average strain rate effects via a post-corrected strategy. A new dimensionless damage number is introduced, and a formula for dimensionless final plastic deformation with strain rate consideration is established. Predicted deflections are compared with experimental data for steel square and rectangular plates, showing an average absolute error of approximately 9.3% between model solutions and experimental results meeting engineering calculation requirements. Additionally, a linear fitting empirical formula based on the dimensionless damage number is proposed, enabling determination of the critical loading impulse for membrane-dominated plastic deformation initiation in rectangular plates. Compared to Jones’s model, the present model demonstrates superior agreement with experimental data. This research provides valuable reference for studying and evaluating the dynamic plastic response of rectangular plates under impulsive loading.

International Journal of Protective Structures
China Academy of Engineering Physics (CN)
Openalex Percentile: Top 90%
Structural Response to Dynamic Loads
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