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CoCrFeNiCux高熵合金爆炸成型弹丸药型罩结构的优化与毁伤效能

李镕辛 陈嘉琳 王瑞琪 宋佳星 黄骏逸 张阿震 吴家祥 李裕春

李镕辛, 陈嘉琳, 王瑞琪, 宋佳星, 黄骏逸, 张阿震, 吴家祥, 李裕春. CoCrFeNiCux高熵合金爆炸成型弹丸药型罩结构的优化与毁伤效能[J]. 爆炸与冲击. doi: 10.11883/bzycj-2025-0144
引用本文: 李镕辛, 陈嘉琳, 王瑞琪, 宋佳星, 黄骏逸, 张阿震, 吴家祥, 李裕春. CoCrFeNiCux高熵合金爆炸成型弹丸药型罩结构的优化与毁伤效能[J]. 爆炸与冲击. doi: 10.11883/bzycj-2025-0144
LI Rongxin, CHEN Jialin, WANG Ruiqi, SONG Jiaxing, HUANG Junyi, ZHANG Azhen, WU Jiaxiang, LI Yuchun. Optimization of structural design and damage efficacy for CoCrFeNiCux high-entropy alloy liners in explosively formed projectiles[J]. Explosion And Shock Waves. doi: 10.11883/bzycj-2025-0144
Citation: LI Rongxin, CHEN Jialin, WANG Ruiqi, SONG Jiaxing, HUANG Junyi, ZHANG Azhen, WU Jiaxiang, LI Yuchun. Optimization of structural design and damage efficacy for CoCrFeNiCux high-entropy alloy liners in explosively formed projectiles[J]. Explosion And Shock Waves. doi: 10.11883/bzycj-2025-0144

CoCrFeNiCux高熵合金爆炸成型弹丸药型罩结构的优化与毁伤效能

doi: 10.11883/bzycj-2025-0144
基金项目: 陕西省自然科学基础研究计划青年项目(2025JC-YBQN-103)
详细信息
    作者简介:

    李镕辛(1999-  ),男,博士研究生,lirongxin2682022@163.com

    通讯作者:

    李裕春(1974-  ),男,博士,副教授,liyuchunmail@sina.com

  • 中图分类号: O382; TJ410.4

Optimization of structural design and damage efficacy for CoCrFeNiCux high-entropy alloy liners in explosively formed projectiles

  • 摘要: 探究了CoCrFeNiCux高熵合金作为药型罩材料在爆炸成型弹丸领域中的应用潜力,旨在通过优化药型罩结构提升爆炸成形弹丸的成形性能和毁伤效能。通过准静态和动态拉伸试验研究了CoCrFeNiCux高熵合金的力学性能,并拟合了Johnson-Cook本构模型参数。结果表明,2种高熵合金(x=0, 1)均表现出优异的塑性、延展性及正应变率敏感性,动态屈服强度随应变率升高显著提升。基于AUTODYN软件对比分析了紫铜与高熵合金药型罩的成形规律,发现高熵合金因强度高导致初始结构成形困难,弹丸尾部闭合不良。通过对药型罩进行均匀变壁厚优化,使形成的爆炸成型弹丸长径比分别提升至2.0(x=0)和2.5(x=1),速度分别达到22602357 m/s。侵彻性能验证表明,优化后的弹丸对100 mm厚4340钢靶的侵彻深度分别为37.8和41.5 mm,对1000 mm厚C35混凝土靶的侵彻深度分别达287.6和303.7 mm,扩孔直径均超过装药口径的260%,显示出优异的侵彻毁伤能力。研究结果表明,通过优化CoCrFeNiCux高熵合金药型罩结构可显著改善爆炸成型弹丸的成形质量与侵彻性能,为高效毁伤战斗部设计提供了理论依据与新思路。
  • 图  1  高熵合金的制备流程

    Figure  1.  Process of HEAs synthesis

    图  2  高熵合金试样的结构参数(单位:mm)

    Figure  2.  Structural parameters of the HEA specimens (unit: mm)

    图  3  霍普金森拉杆示意图

    Figure  3.  Schematic diagram of the SHTP

    图  4  高熵合金力学性能测试结果

    Figure  4.  Mechanical tensile test results for HEA

    图  5  J-C本构模型拟合结果与力学试验结果的对比

    Figure  5.  Fitted results by Johnson-Cook constitutive model compared with mechanical experimental data

    图  6  HEAs试件断口SEM形貌及EDS分层扫描结果

    Figure  6.  SEM morphology and EDS elemental mapping of the fracture surface of HEA specimens

    图  7  等壁厚药型罩EFP聚能装药结构示意

    Figure  7.  Schematic of the EFP shaped charge structure with a uniform wall thickness liner

    图  8  等壁厚药型罩聚能装药计算模型

    Figure  8.  A computational model for a uniform-wall-thickness shaped charge liner

    图  9  初始药型罩结构形成EFP的仿真结果

    Figure  9.  Simulation results of EFP formation from the initial liner structures

    图  10  药型罩某微元受力和运动示意图[42]

    Figure  10.  Schematic diagram of force and movement of a micro-element in the shaped charge liner[42]

    图  11  3组变曲率半径优化装药计算模型

    Figure  11.  Three variable-curvature-radius optimized charge models

    图  12  3组变曲率半径优化计算结果

    Figure  12.  Simulation results of three-set variable-curvature-radius optimization

    图  13  变壁厚药型罩聚能装药结构

    Figure  13.  Variable-wall-thickness shaped charge liner structure

    图  14  HEA(x=0)变壁厚半球药型罩结构EFP形成计算结果

    Figure  14.  Simulation results of EFP formation from hea (x=0) variable-wall-thickness hemispherical liner structure

    图  15  HEA (x=0)变壁厚药型罩结构EFP形成过程

    Figure  15.  EFP formation process in HEA (x=0) variable-wall-thickness liner structure

    图  16  HEA (x=1)变壁厚药型罩结构EFP形成过程

    Figure  16.  EFP formation process in HEA (x=1) variable-wall-thickness liner structure

    图  17  紫铜药型罩形成的杆式射流

    Figure  17.  Jetting projectile charge formed by copper shaped charge liner

    图  18  EFP侵彻2种靶标计算模型

    Figure  18.  A computational model for EFP penetration into two types of targets

    图  19  EFP对4340钢靶的侵彻结果

    Figure  19.  Results of EFPs penetration into 4340 steel targets

    图  20  EFP对C35混凝土靶的侵彻结果

    Figure  20.  Results of EFPs penetration into C35 concrete targets

    表  1  两种材料在不同加载应变率下的应力

    Table  1.   Stresses corresponding to given strains at different strain rates

    $ \dot \varepsilon $/s−1 σ/MPa
    x=0 x=1
    0.01 204.7 249.5
    1905 388.7
    1965 443.5
    3030 545.7
    3095 463.3
    下载: 导出CSV

    表  2  两种高熵合金的材料参数

    Table  2.   Material parameters of two HEAs

    xA/MPaB/MPanCmJ-C
    0167844.20.970.070.98
    1218462.10.930.050.85
    下载: 导出CSV

    表  3  三种材料药型罩装药结构参数

    Table  3.   Structural parameters for shaped charge liners of three types of materials

    罩材D/mmL/mmh/mmd/mmδ/mmr1/mmr2/mm
    紫铜60.060.311.058.02.039.637.6
    CoCrFeNi60.060.311.058.02.239.637.4
    CoCrFeNiCu60.060.311.058.02.139.637.5
    下载: 导出CSV

    表  4  HEAs Grüneisen状态方程参数[37-38]

    Table  4.   Grüneisen parameters of HEAs[37-38]

    材料γSc0/(m·s−1)
    CoCrFeNi (x=0)[37]1.661.4794770
    CoCrFeNiCu (x=1)[38]1.731.4814573
    下载: 导出CSV

    表  5  紫铜的材料参数[39]

    Table  5.   Material parameters of copper[39]

    ρ/(g·cm−3) A/MPa B/MPa n C mJ-C γ S c0/(km·s−1)
    8.96 90 292 0.31 0.025 1.09 2.02 1.489 3.94
    下载: 导出CSV

    表  6  8701炸药JWL状态方程主要参数[40]

    Table  6.   Material parameters of 8701 explosives[40]

    ρ/(g·cm−3) D/(m·s−1) pCJ/GPa A/GPa B/GPa R1 R2 ω v
    1.69 8390 34 581.4 6.8 4.1 1.1 0.35 1.0
    下载: 导出CSV

    表  7  四组优化模型装药结构参数

    Table  7.   Structural parameters of four optimized charge models

    δD/mmL/mmh/mmd/mmΦ/mmΦ`/mmr1/mmr2/mm
    0.260.060.327.858.02.20.4430.030.0
    0.360.060.327.858.02.20.6630.030.0
    0.460.060.327.858.02.20.8830.030.0
    0.560.060.327.858.02.21.1030.030.0
    下载: 导出CSV

    表  8  优选药型罩结构参数

    Table  8.   Optimized structural parameters of the shaped charge liners

    罩材 D/mm L/mm d/mm r1/mm r2/mm Φ/mm Φ'/mm δ
    CoCrFeNi 60.0 60.3 58.0 30 30 2.2 0.66 0.3
    CoCrFeNiCu 60.0 60.3 58.0 30 30 2.1 0.84 0.4
    下载: 导出CSV

    表  9  4340钢材料参数[44]

    Table  9.   Material parameters of steel 4340[44]

    ρ/(g·cm−3) A/MPa B/MPa n C mJ-C γ S c0/(m·s−1) D1 D2 D3 D4 D5
    7.85 792 510 0.26 0.014 1.03 2.17 1.49 4500 0.05 3.44 -2.12 0.002 0.61
    下载: 导出CSV

    表  10  C35混凝土材料参数[45]

    Table  10.   Material parameters of concrete C35[45]

    G/GPa fc/MPa ft/fc A N Q B M D1 D2 ϵfmin
    16.7 35 0.1 1.6 0.61 1.03 0.0105 0.61 0.61 1 0.01
    A1/MPa A2/MPa A3/MPa B0 B1 ρpor/(g·cm−3) cpor/(m·s−1) pcrush/MPa plock/MPa n T1/MPa
    1.22 1.22 2.314 2920 23.3 600 3 3527 3527 3958 904
    下载: 导出CSV
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  • 收稿日期:  2025-05-16
  • 修回日期:  2025-10-09
  • 网络出版日期:  2025-10-09

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