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Numerical Analyses of Local Damage of Concrete Slabs by Normal Impact of Deformable Solid Projectiles

机译:变形固体弹丸正向冲击对混凝土板局部损伤的数值分析

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Deformable solid projectiles undergo projectile mushrooming during impact and thus are different from rigid and soft hollow projectiles; however, limited work has been conducted on the impact of deformable solid projectiles on concrete targets.In this study, an explicit dynamic finite element procedure is employed to study nine existing experimental tests on the normal impact of a deformable solid (lead) projectile into a plain concrete (PC) slab.To correctly model the impact, both non-linear material response and progressive finite element erosion have been taken into account for the deformable solid projectile and the PC slab.The numerical results are compared with experimental results in terms of different modes of local damage to the PC slab and the maximum penetration depth of the PC slab.The mechanism of the front cratering, the scabbing, and the perforation of concrete target under the impact of deformable solid projectile and the effect of projectile rigidity on the local damage to the PC slab are investigated.A dose-response relation is used to describe the variation of the maximum penetration depth with the impact velocity.Some model parameters that most affect the simulation results are also highlighted.
机译:可变形固体弹丸在撞击过程中会经历弹丸蘑菇,因此不同于刚性和软质空心弹丸。然而,关于可变形固体弹丸对混凝土目标的影响的研究工作还很有限。在这项研究中,采用显式动态有限元程序研究了九种现有的关于可变形固体(铅)弹对法向冲击的实验测试。为了对冲击进行正确的建模,对可变形固体弹丸和PC板同时考虑了非线性材料响应和渐进的有限元腐蚀,将数值结果与实验结果进行了比较。 PC平板的局部损伤模式和PC平板的最大穿透深度的不同模式。在可变形固体弹丸和弹丸刚度的影响下,混凝土目标的前坑,划痕和穿孔机制研究了对PC平板的局部损伤。使用剂量-反应关系来描述最大穿透深度随IM的变化。最高速度。一些对模型结果影响最大的模型参数也将突出显示。

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