用离散元分析预测刚性弹丸击中混凝土靶的侵彻

L. Daudeville, A. Antoniou, A. Omar, P. Marin, S. Potapov, C. Pontiroli
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引用次数: 2

摘要

对基础设施安全日益增长的需求需要考虑由于自然或人为危害(如飞机撞击)造成的严重负荷风险。本文提出了一种在快速动力学软件EUROPLEXUS中实现的离散元法(DEM)方法,该方法能够预测混凝土结构在剧烈冲击下的损伤。提出的混凝土DEM模型依赖于Cundall和Strack对颗粒材料的原始发展,通过在接触相互作用之外引入粘性相互作用,将其扩展到混凝土等粘性材料。为了验证该方法的有效性,给出了三次硬碰撞试验的仿真结果。试验是由CEA Gramat在普通混凝土目标上进行的,该目标在圆柱形试样周围有一个钢护套给予被动约束,并接受了凹鼻钢弹的冲击。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Discrete Element Analysis to Predict Penetration and Perforation of Concrete Targets Struck by Rigid Projectiles
The increasing demand for infrastructure security requires accounting the risk of severe loading due to natural or manmade hazards, such as aircraft impacts. This paper presents a Discrete Element Method (DEM) approach implemented in EUROPLEXUS, fast dynamics software, able to predict damage of concrete structures under severe impacts. The proposed DEM model for concrete relies on the original development of Cundall and Strack for granular materials that was extended to cohesive materials, such as concrete, by introducing cohesive interactions in addition to contact ones. In order to validate the DEM approach, the simulation results of three hard impact tests are presented. The tests were performed by CEA Gramat on plain concrete targets with a passive confinement given by a steel jacket surrounding the cylindrical specimen and submitted to the impact of ogive-nosed steel projectiles.
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