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基于球形和柱形孔洞扩张模型对混凝土靶体侵彻深度的预测

Spherical and cylindrical cavity expansion models based prediction of penetration depths of concrete targets.

作者信息

Jin Xiaochao, Yang Huawei, Fan Xueling, Wang Zhihua, Shu Xuefeng

机构信息

State Key Laboratory for Strength and Vibration of Mechanical Structures, School of Aerospace Engineering, Xi'an Jiaotong University, Xi'an, Shaanxi, China.

Shanxi Key Laboratory of Material Strength and Structural Impact, Taiyuan University of Technology, Taiyuan, Shanxi, China.

出版信息

PLoS One. 2017 May 2;12(5):e0175785. doi: 10.1371/journal.pone.0175785. eCollection 2017.

Abstract

The cavity expansion theory is most widely used to predict the depth of penetration of concrete targets. The main purpose of this work is to clarify the differences between the spherical and cylindrical cavity expansion models and their scope of application in predicting the penetration depths of concrete targets. The factors that influence the dynamic cavity expansion process of concrete materials were first examined. Based on numerical results, the relationship between expansion pressure and velocity was established. Then the parameters in the Forrestal's formula were fitted to have a convenient and effective prediction of the penetration depth. Results showed that both the spherical and cylindrical cavity expansion models can accurately predict the depth of penetration when the initial velocity is lower than 800 m/s. However, the prediction accuracy decreases with the increasing of the initial velocity and diameters of the projectiles. Based on our results, it can be concluded that when the initial velocity is higher than the critical velocity, the cylindrical cavity expansion model performs better than the spherical cavity expansion model in predicting the penetration depth, while when the initial velocity is lower than the critical velocity the conclusion is quite the contrary. This work provides a basic principle for selecting the spherical or cylindrical cavity expansion model to predict the penetration depth of concrete targets.

摘要

空穴扩张理论在预测混凝土靶体侵彻深度方面应用最为广泛。这项工作的主要目的是阐明球形和圆柱形空穴扩张模型之间的差异及其在预测混凝土靶体侵彻深度时的适用范围。首先研究了影响混凝土材料动态空穴扩张过程的因素。基于数值结果,建立了扩张压力与速度之间的关系。然后对福里斯特尔公式中的参数进行拟合,以便对侵彻深度进行方便有效的预测。结果表明,当初始速度低于800米/秒时,球形和圆柱形空穴扩张模型都能准确预测侵彻深度。然而,预测精度随着初始速度和弹丸直径的增加而降低。根据我们的结果,可以得出结论,当初始速度高于临界速度时,圆柱形空穴扩张模型在预测侵彻深度方面比球形空穴扩张模型表现更好,而当初始速度低于临界速度时,结论则相反。这项工作为选择球形或圆柱形空穴扩张模型来预测混凝土靶体侵彻深度提供了一个基本准则。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4509/5413032/24f09271fcfe/pone.0175785.g001.jpg

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