首页> 外文会议>International conference on structures under shock and impact >USING A DISCRETE ELEMENT/FINITE ELEMENT APPROACH TO MODEL IMPACT OF A RIGID PROJECTILE ON CONCRETE AND REINFORCED CONCRETE TARGETS
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USING A DISCRETE ELEMENT/FINITE ELEMENT APPROACH TO MODEL IMPACT OF A RIGID PROJECTILE ON CONCRETE AND REINFORCED CONCRETE TARGETS

机译:使用离散元/有限元方法对刚性射弹对混凝土和钢筋混凝土目标的模型影响

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This paper presents a mixed numerical modelling able to predict the response of reinforced concrete (RC) structures under extreme loadings such as missile impacts. Concrete is modelled using cohesive rigid spherical discrete elements (DE), while steel reinforcement is represented by beam-like finite elements (FE). Concrete-steel DEM/FEM bond model calibrated on pull-out tests is used, which ensures forces transmitting between steel and concrete. This approach is validated through the simulation of two experiments (edge-on-impact test and drop-weight impact) involving hard impacts on plain concrete and a large RC beam. The numerical results are presented and their comparison with the experimental data is discussed.
机译:本文提出了一种混合数值模型,能够预测钢筋混凝土(RC)结构在极端载荷(例如导弹撞击)下的响应。混凝土使用内聚的刚性球形离散元素(DE)进行建模,而钢筋则用梁状有限元(FE)表示。使用在拉拔测试中校准的混凝土-钢DEM / FEM粘结模型,可确保力在钢和混凝土之间传递。通过模拟两个实验(边缘冲击试验和落锤冲击),包括对普通混凝土和大RC梁的硬冲击,对这种方法进行了验证。给出了数值结果,并讨论了它们与实验数据的比较。

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