张文华, 张云升, 陈振宇. 超高性能混凝土抗缩比钻地弹侵彻试验及数值仿真[J]. 工程力学, 2018, 35(7): 167-175,186. DOI: 10.6052/j.issn.1000-4750.2017.03.0237
引用本文: 张文华, 张云升, 陈振宇. 超高性能混凝土抗缩比钻地弹侵彻试验及数值仿真[J]. 工程力学, 2018, 35(7): 167-175,186. DOI: 10.6052/j.issn.1000-4750.2017.03.0237
ZHANG Wen-hua, ZHANG Yun-sheng, CHEN Zhen-yu. PENETRATION TEST AND NUMERICAL SIMULATION OF ULTRAL-HIGH PERFORMANCE CONCRETE WITH A SCALED EARTH PENETRATOR[J]. Engineering Mechanics, 2018, 35(7): 167-175,186. DOI: 10.6052/j.issn.1000-4750.2017.03.0237
Citation: ZHANG Wen-hua, ZHANG Yun-sheng, CHEN Zhen-yu. PENETRATION TEST AND NUMERICAL SIMULATION OF ULTRAL-HIGH PERFORMANCE CONCRETE WITH A SCALED EARTH PENETRATOR[J]. Engineering Mechanics, 2018, 35(7): 167-175,186. DOI: 10.6052/j.issn.1000-4750.2017.03.0237

超高性能混凝土抗缩比钻地弹侵彻试验及数值仿真

PENETRATION TEST AND NUMERICAL SIMULATION OF ULTRAL-HIGH PERFORMANCE CONCRETE WITH A SCALED EARTH PENETRATOR

  • 摘要: 超高性能混凝土(Ultra-high Performance Concrete,UHPC)是一种具有超高强度、超高韧性和超高抗力的新型建筑材料,系统研究UHPC抗缩比钻地弹侵彻机理,对提高军事防护工程的抗弹体侵彻能力和保障防护工程中人员的生命安全具有重要意义。该文利用弹道滑膛炮对C40普通混凝土和C180 UHPC靶体进行500 m/s和850 m/s的弹体侵彻试验,并采用LS-DYNA软件对侵彻过程进行仿真分析。结果表明:与普通混凝土相比较,超高性能混凝土具备优越的抗侵彻能力,能显著地减小弹体对靶体的损伤,有效减小侵彻深度和限制弹坑深度与弹坑直径;数值模拟过程中确定了超高性能混凝土在动态冲击作用下HJC模型的多个关键参数,模拟侵彻结果与真实试验数据十分接近,表明参数的选取与确定科学合理,为分析UHPC抗弹体侵彻机理提供了详实的数据。

     

    Abstract: Ultra-high performance concrete (UHPC) is a new construction material with a super high level of strength, toughness and resistance. Hence, a systematic study on the mechanisms of UHPC against a scaled earth penetrator is of great significance to enhance the anti-penetration ability of military protection engineering and ensure the safety of lives. In this paper, the ballistic smoothbore gun was used to carry out a series of penetration tests on the C40 ordinary concrete and C180 UHPC with speeds of 500m/s and 850m/s, respectively. In addition, a penetration process was simulated by the LS-DYNA software with the test data. Results show that the UHPC notably decreased the damage to targets caused by the projectile, efficiently reduced the penetration depth and restricted the depth and diameter of craters, which was superior to ordinary concrete in the performance against penetration. In the process of numerical simulation, the key parameters of the HJC model under the dynamic impact effect was determined. The simulation results agreed well with the test data, suggesting the selection of the parameter was reasonable, which provided detailed data for the analysis of the anti-penetration mechanisms of UHPC.

     

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