Dynamic behavior of a slender projectile on oblique penetrating into concrete target
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摘要: 基于刚塑性自由梁在横向冲击载荷下的动力学响应研究方法,结合空腔膨胀理论给出的弹体载荷分析,给出了弹体作为自由梁在塑性铰出现之前的响应行为,得到了梁内任一截面在横向载荷下剪力和弯矩分布规律以及轴向载荷下的轴力分布规律。计算结果表明,大长细比结构弹体的危险截面在承受较大轴向惯性压力载荷后,对由非正侵彻导致的横向载荷极为敏感。最后基于压弯联合作用载荷分析,给出了动能弹设计的抗弯极限壁厚要求。Abstract: The rigid-perfectly plastic dynamic response of a slender projectile penetrating into a semi-infinte concrete target with a oblique angle was presented based on the theory of free-free beam subjected to impulsive lateral loading. The lateral and axial loading was given by dynamic cavity expansion theory. The distribution of compressive stress conducted by bending moment and axial inertial load was presented which indicated that slender EPW was sensitive to the effect of lateral impulsive loading resulted from non-ideal impact. A criterion expression, for the minimum thickness of the cartridges and the maximum oblique angle of projectile, without any bending failure and damage, were formulated in the case of hollow and slender missiles penetrating into semi-infinite concrete targets at different initial velocities and length-to-diameter ratio.
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Key words:
- mechanics of explosion /
- penetration /
- impulsive loading /
- rigid-plastic beam /
- EPW /
- cavity expansion theory
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