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Theoretical and experimental study of shaped charge jet penetration into high and Ultra-high strength concrete targets

机译:聚能射流穿透高,超高强度混凝土靶的理论和实验研究

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The depth of penetration (DOP) for concrete targets generated by a jet is required to achieve a certain value, under the premise of which the crater diameter must be sufficiently large in the present design of a shaped charge. A large cavity generated by the precursor shaped charge of a tandem warhead is conducive to the penetration of the follow-through projectile. Given the rapidly developing and increasingly extensive application of high and ultra-high strength concrete (H&UHSC), which has excellent resistance to penetration, impact and blasting, shaped charge jet penetration into the targets was investigated in this study. The chase between the incoming elastic wave, plastic wave and the jet/target interface as the shaped charge jet moves into H&UHSC targets were discussed. The response regions in the target were analyzed. Four penetration stages were proposed, while the corresponding modified Bernoulli equations were established. The two-stage mechanism of cavity growth was used to describe the penetration modes. Furthermore, the DOP experiments for two different structures of shaped charge penetration into H&UHSC targets with four strength grades were conducted. The predictions of depths and hole profiles from the present model correlate with the experimental data reasonably well. Results indicate that the DOP decreases exponentially as the compressive strength of H&UHSC increases at the beginning, and then the rate of the decreasing tendency slows down gradually and approximates the limit when the compressive strength approaches 200 MPa. Moreover, the cavity diameters resulted from the jet into the H&UHSC targets exhibit insensitivity to the increasing strength grade. The jet with diverse velocity and diameter structure may experience different penetration stages as it penetrates various H&UHSC targets, which affects the penetration result.
机译:射流产生的混凝土目标的穿透深度(DOP)需要达到某个值,在此前提下,在本设计的聚能射孔弹中,弹坑直径必须足够大。串联弹头的前体形装药产生的大空腔有利于后续弹丸的穿透。鉴于高抗超高强度混凝土(H&UHSC)的快速发展和日益广泛的应用(H&UHSC)具有出色的抗渗透性,抗冲击性和抗爆破性,本研究研究了聚能射流穿透到目标中的情况。讨论了当成形电荷射流移入H&UHSC目标时,入射弹性波,塑性波与射流/目标界面之间的追赶。分析目标中的响应区域。提出了四个渗透阶段,同时建立了相应的修正贝努利方程。用空穴生长的两阶段机理描述了渗透方式。此外,还针对两种不同结构的聚能射孔弹穿透具有四个强度等级的H&UHSC目标进行了DOP实验。从目前的模型对深度和孔廓的预测与实验数据有很好的相关性。结果表明,随着H&UHSC抗压强度的增加,DOP呈指数级下降,然后下降趋势的速率逐渐减慢,并在抗压强度接近200 MPa时接近极限。而且,由射入H&UHSC目标的射流产生的腔体直径对增加的强度等级不敏感。具有不同速度和直径结构的射流在穿透各种H&UHSC目标时可能会经历不同的穿透阶段,这会影响穿透结果。

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