摘要:
弹体高速侵彻硬目标时的振动是导致过载信号混杂和装药局部变形放大问题的重要因素,制约了弹体的毁伤能力。为准确表征侵彻弹体的弹性振动特性,基于变截面杆理论推导了弹体的精细化理论模态建模方法,开展了空腔和装药条件下的试验和仿真模态分析,并从模态的特征频率和振型两方面获取了弹体的低阶拉压模态特性,进一步利用模态特性推演了弹体的振动特性。研究表明,等截面杆的预测结果与仿真和试验导偏差较大,而Mindlin-Herrmann杆模型取得了较好的一致性,后者更适合于描述弹体的模态和振动特性。弱载环境中,装药增大了结构阻尼,且弹体模态阶数越高,弹-药的耦合关系越弱,但该结论在强载环境下的适用性还需探究。低阶拉压模态主导了正侵彻弹体的振动特性,弹体的变形和过载分布受一阶拉压模态振型的影响较大,高阶模态对弹体振动起补充作用。受益于变截面效应,内腔短粗且集中的弹体在正侵彻时具有更好的抗振特性。通过拉压模态分析得到的弹体振动特性可为弹体-引信-装药系统的设计提供更可靠的参考。
Abstract:
Projectile’s structural vibration during high-speed penetration of hard targets is an important factor causing mixed overload signals and charge’s localized-deformation magnification issues, which restricts the destructive capability of projectiles. To accurately characterize the elastic vibration characteristics of the penetrating projectile, a refined theoretical modal modeling method for the projectile was derived based on the theories of variable cross-section rods. Furthermore, two 30-kg class projectiles with the same mass and outline but different internal cavity structures were manufactured, together with an even hollow cylindrical tube with the same mass and outer diameter as the two projectiles. Using these three structures as examples, theoretical, experimental, and simulation modal analysis were conducted to explore the modal features of the projectile from the perspectives of characteristic frequencies and their corresponding low-order tensile-compressive modes. The structural similarities and differences between projectile and even bar were compared, and the influence of charges on projectile modes was explored. Eventually, the vibration characteristics of the projectile penetrating semi-infinite and multi-layer concrete targets were deduced with the introduction of projectile’s modal characteristics conducted before. Research has shown that the Mindlin-Herrmann rod models have derived similar modal characteristic compared with simulation and experimental results, while the even bar model shows larger discrepancies. In weak load environments, the charge increases the structural damping, and the higher the modal order of the projectile, the weaker the coupling relationship between the projectile and the charge. However, the applicability of this conclusion in harsh load environments still needs to be explored. The low-order tensile-compressive modes dominate the vibration characteristics of the penetrating projectile, and the deformation and overload distribution are mostly affected by the first-order tensile-compressive mode, while the high-order modes supplement the vibration of the projectile. Benefiting from the variable cross-section effect, projectiles with short and concentrated inner cavities have better anti-vibration characteristics during ideal penetration. Projectile’s vibration characteristics obtained through modal analysis provides more reliable guidance for the design of the projectile-fuse-charge system.