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国家自然科学基金(51008304)

作品数:2 被引量:7H指数:2
相关作者:王明洋吴昊陈万祥钱岳红房营光更多>>
相关机构:华南理工大学解放军理工大学更多>>
发文基金:中国博士后科学基金国家自然科学基金国家杰出青年科学基金更多>>
相关领域:建筑科学理学更多>>

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Semi-theoretical analyses of the concrete plate perforated by a rigid projectile被引量:3
2012年
Based on the three-stage perforation model, a semi-theoretical analysis is conducted for the ballistic per- formances of a rigid kinetic projectile impacting on concrete plates. By introducing the projectile resistance coefficients, dimensionless formulae are proposed for depth of penetra- tion (DOP), perforation limit thickness, ballistic limit veloc- ity, residual velocity and perforation ratio, with the projec- tile nosed geometries and projectile-target interfacial fric- tion taken into account. Based on the proposed formula for DOP and lots of penetration tests data of normal and high strength concrete targets, a new expression is obtained for target strength parameter. By comparisons between the re- sults of the proposed formulae and existing empirical formu- lae and large amount of projectile penetration or perforation tests data for monolithic and segmented concrete targets, the validations of the proposed formulae are verified. It is found that the projectile-target interfacial friction can be neglected in the predictions of characteristic ballistic parameters. The dimensionless DOP for low-to-mid speed impacts of non-flat nosed projectiles increases almost linearly with the impact factor by a coefficient of 2/(nS). The anti-perforation ability of the multilayered concrete plates is dependent on both the target plate thickness and the projectile impact velocity. The variation range of the perforation ratio is 1-3.5 for concrete targets.
Hao WuQin FangYa-Dong ZhangZi-Ming Gong
关键词:PROJECTILE
爆炸破碎区坚硬岩石动力模型及其数值模拟方法被引量:4
2012年
为研究爆炸破碎区坚硬岩石波阵面后的动力变形规律,引入改进的C.C.Grigorian模型,建立高压状态方程,推导增量本构方程。基于LS-DYNA9703D二次开发平台编制用户子程序,计算坚硬岩石耦合装药时高围压条件下爆炸破碎区动力响应,并将计算结果与模型试验、弹性模型及PSEUDO_TENSOR模型的计算结果进行比较分析。结果表明:改进的C.C.Grigorian模型计算结果与试验结果比较一致,可用于高围压水平下爆炸破碎区坚硬岩石动力变形与破坏分析。由于考虑岩石破碎软化的影响,爆腔永久位移与弹性模型和PSEUDO_TENSOR模型的计算结果明显不同;波阵面后爆腔表面介质的速度衰减规律与试验结果较为相似;围压水平对爆腔膨胀后的永久位移有显著影响,围压水平越高永久位移越小;爆腔膨胀后的永久位移对松弛特征时间比较敏感。
陈万祥王明洋钱岳红房营光吴昊
关键词:岩石力学坚硬岩石动力模型数值模拟
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