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Numerical prediction of projectile residual velocity after penetration of reinforced concrete with different reinforcing bar arrangements

机译:不同钢筋排列的钢筋混凝土渗透后弹丸残余速度的数值预测

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摘要

Projectile penetration of reinforced concrete structures has enormous significance because innplain concrete only the compressive strength offers resistance to penetration and projectilenresidual velocity. It is of great interest to observe how the amount of reinforcement can greatlyninfluence the penetration process and projectile residual velocity. In this paper, numericalnsimulations on projectile penetration of medium strength reinforced concrete were performednusing commercial hydrocode AUTODYN-3D. A combined Lagrange, meshless and beam solvernmethod was used for this kind of problem. For validation of our numerical scheme, simulationnresults were first compared with residual velocity and damage given by Hanchak et al. Based onnthis numerical scheme, the influence of reinforcement on projectile residual velocity wasninvestigated. The analysis shows that the residual velocity of projectile decreases with thenincrease in reinforcement and, on the other hand, ballistic limit increases. Finally, the obliquenimpact was also studied to find the ricochet angle for different impact velocities.
机译:钢筋混凝土结构的弹丸穿透具有巨大的意义,因为仅普通混凝土的抗压强度提供了抗穿透和弹丸残余速度的能力。观察补强量如何极大地影响穿透过程和弹丸残余速度非常有趣。本文利用商品代码AUTODYN-3D对中强度钢筋混凝土的弹丸渗透进行了数值模拟。拉格朗日,无网格和梁求解方法相结合用于解决此类问题。为了验证我们的数值方案,首先将仿真结果与Hanchak等人给出的残余速度和损伤进行比较。在此数值方案的基础上,研究了补强对弹丸残余速度的影响。分析表明,弹丸的残余速度随钢筋的增加而减小,另一方面,弹道极限增大。最后,还对倾斜冲击进行了研究,以发现不同冲击速度下的跳跳角度。

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