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首页> 外文期刊>International journal of impact engineering >Experimental investigation on the cellular steel-tube-confined concrete targets against projectile impact
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Experimental investigation on the cellular steel-tube-confined concrete targets against projectile impact

机译:多孔钢管混凝土靶抗弹丸冲击的实验研究

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摘要

Steel-tube-confined concrete (STCC) targets show better anti-penetration performance than semi-infinite concrete targets as the steel tube imposes constraint on the in-filled concrete to enhance its strength and toughness. Cellular structural system for in-plane and multi-layer overlay extension is an effective way to promote the application of STCC targets to practical protective structures. In this paper, penetration tests of cellular STCC targets (single-layer and double-layer 7-cell hexagonal STCC targets) impacted by 12.7 mm Armor Piercing Projectile (APP) were conducted, and side length and thickness of steel tube, steel ratio, impact point and velocity, and repeated impacts were considered. Moreover, single-cell STCC targets and semi-infinite concrete targets were also designed and tested for comparison with the cellular STCC targets. The typical damage modes and parameters of the tested cellular STCC targets including the range, depth and volume of funneled crater and depth of penetration (DOP), were obtained and discussed. It is shown that the 7-cell hexagonal STCC targets show improved anti-penetration performance in comparison to the single-cell STCC targets under the same conditions; the anti-penetration performance of the double-layer 7-cell hexagonal STCC targets was weakened due to the free surfaces between the layers; the side length and thickness of steel tube, steel ratio and impact velocity have significant influence on the DOP of the 7-cell hexagonal STCC targets; optimizing the side length and thickness of steel tube could greatly improve the anti-penetration performance of the cellular STCC protective structures. Moreover, the 7-cell hexagonal STCC targets also show excellent anti-penetration performance under the repeated impacts of 12.7 mm APP.
机译:钢管约束混凝土(STCC)靶材比半无限混凝土靶材具有更好的抗渗透性能,因为钢管对填充混凝土施加约束以增强其强度和韧性。平面内和多层覆盖扩展的蜂窝结构系统是将STCC目标应用于实际保护结构的有效方法。本文对受12.7毫米装甲穿甲弹(APP)冲击的蜂窝式STCC目标(单层和双层7单元六边形STCC目标)进行了穿透测试,并测试了钢管的边长和厚度,钢比,冲击点和速度,以及反复冲击。此外,还设计并测试了单细胞STCC目标和半无限混凝土目标,以与细胞STCC目标进行比较。获得并讨论了受测试的细胞STCC目标的典型损伤模式和参数,包括漏斗状弹坑的范围,深度和体积以及穿透深度(DOP)。结果表明,在相同条件下,与单细胞STCC靶相比,7孔六角形STCC靶具有更高的抗穿透性能。双层7单元六角形STCC靶的抗穿透性能由于层之间的自由表面而减弱。钢管的边长和厚度,钢比和冲击速度对7单元六角形STCC靶的DOP有显着影响。优化钢管的边长和厚度可以大大提高蜂窝状STCC保护结构的抗渗透性能。此外,在12.7 mm APP的反复撞击下,7孔六角形STCC靶材还显示出出色的抗穿透性能。

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