Failure mode and debris range prediction of an earth-covered magazine under internal blast loading

IF 3.9 2区 工程技术 Q1 ENGINEERING, CIVIL
Cheng Gong , Yan-yu Qiu , Zhi-lin Long , Lu Liu , Guan-gan Xu , Ling-ming Yang
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引用次数: 0

Abstract

Safe distance is a paramount consideration in the construction and research of hazards warehouses. To address this concern, a comprehensive approach has been employed, integrating the Arbitrary Lagrangian-Eulerian (ALE) technique and the multi-material fluid-solid coupling method (MMFSCM) for simulating the dynamic failure process of earth-covered magazines under internal blast forces. Additionally, a dedicated tool has been developed to forecast the three-dimensional trajectory and dispersion range of structural debris. The reliability of both the numerical simulation and the forecasting tool has been rigorously validated through experiments involving an earth-covered magazine subjected to internal explosions triggered by significant TNT charges. Findings indicate that the external pressure resulting from these internal detonations exhibit distinct directional characteristics. Notably, structural fragments generated by implosion predominantly disperse towards the front wall and both sides of the main axis, with the maximum dispersal distance reaching 727 m. In addition, the presence of earth covering reduces both the degree of structural damage and the velocity of fragment ejection. This study holds significance for professionals and scholars in the field of ammunition depot design, specifically in relation to safety range management.

内部爆炸荷载下覆土弹仓的失效模式和碎片范围预测
安全距离是建造和研究危险仓库的首要考虑因素。为了解决这一问题,我们采用了一种综合方法,将任意拉格朗日-欧勒(ALE)技术和多材料流固耦合方法(MMFSCM)结合起来,模拟土质弹仓在内部爆炸力作用下的动态破坏过程。此外,还开发了一种专用工具,用于预测结构碎片的三维轨迹和扩散范围。数值模拟和预测工具的可靠性已通过实验得到严格验证,实验涉及一个由大量 TNT 炸药引发内部爆炸的覆土弹仓。实验结果表明,内部爆炸产生的外部压力具有明显的方向性特征。值得注意的是,内爆产生的结构碎片主要向前壁和主轴两侧扩散,最大扩散距离达到 727 米。这项研究对弹药库设计领域的专业人员和学者具有重要意义,特别是在安全范围管理方面。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Structures
Structures Engineering-Architecture
CiteScore
5.70
自引率
17.10%
发文量
1187
期刊介绍: Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.
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