钢筋与混凝土障壁高速相互作用时章动角的影响

P. Radchenko, S. Batuev, A. Radchenko
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引用次数: 0

摘要

数值研究了在1000 m/s速度下细长钢圆柱撞击器与混凝土障碍物的相互作用。使用作者的软件包EFES,在可变形固体力学的现象学方法框架内的三维公式中,通过有限元方法解决了这个问题。为了描述混凝土中的变形、断裂和开裂过程,使用了JH-2模型,这使得考虑到材料中发生的大变形、高应变率和高压成为可能。所使用的计算算法考虑了材料中不连续面的形成和新自由表面形成时体的破碎。研究了章动角对障壁断裂和突击器侵彻过程中行为的影响。结果表明,在长向走线相互作用过程中,章动角的存在对靶内裂缝的发育有显著影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Influence of the nutation angle of a steel impact at high-velocity interaction with a concrete barrier
Interaction of elongated steel cylindrical strikers with concrete barriers at a velocity of 1000 m/s is studied numerically. The problem is solved by the finite element method, in a three-dimensional formulation within the framework of the phenomenological approach to the mechanics of a deformable solid using the author's software package EFES. To describe the processes of deformation, fracture and cracking in concrete the JH-2 model was used, which makes it possible to take into account the large deformations, high strain rates and high pressures that occur in the material. The used calculation algorithm takes into account the formation of discontinuities in the material and the fragmentation of bodies with the formation of new free surfaces. The influence of the nutation angle on the fracture of the barrier and the behavior of the striker during penetration was investigated. It is shown that the presence of a nutation angle during the interaction of elongated strikers has a significant effect on the development of fracture in the target.
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