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A spherical cavity-expansion penetration model for concrete targets with crushing effects

机译:用于压碎效应的混凝土靶的球形腔 - 膨胀渗透模型

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This paper developed a spherical cavity-expansion penetration model for concrete targets which have the hydrostatic pressure-volumetric strain relation expressed by a 3-segment model with effect of permanent crushing considered and the shear strength-pressure relation taken as Mohr-Coulomb's law with a tension cutoff. The spherical cavity is expanded from zero initial radius at constant velocity in an infinite medium, which consists of elastic and plastic regions as well as an additional radially cracked region if the cavity expansion velocity is low. The spherical cavity-expansion models were used to calculate the penetration depth of concrete targets struck by an ogive-nosed rod projectile. Numerical results for different concrete target models were compared with the data of empirical equations.
机译:本文开发了一种用于混凝土腔的球形腔膨胀渗透模型,其具有由3段模型表示的静液压 - 体积应变关系,其具有永久性破碎的效果和作为Mohr-coulomb的定律所采用的剪切力量 - 压力关系张力截止。球形腔在无限介质中以恒定速度从零初始半径扩展,这包括弹性和塑料区域以及腔膨胀速度低的额外径向裂纹区域。球形腔 - 膨胀模型用于计算由牙齿滴射杆射击撞击的混凝土靶的穿透深度。将不同具体目标模型的数值结果与经验方程的数据进行比较。

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