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Analysis on the typical failure pattern of structures subjected to the impact of sliding body

机译:滑动体冲击的结构典型故障模式分析

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摘要

Based on example investigation, this research categorised the failure modes of the column into three typical types, which are one plastic hinge, two plastic hinges and three plastic hinges models, respectively. The first two modes would appear when the sliding body impacted the RC column, while the last mode would occur when the structures are subjected to huge rockfall. Subsequently, the relationship between the critical velocity of sliding body and the properties of the RC column were obtained. To investigate the interaction between a sliding body and a structure, a typical type of RC column was selected for the analysis. The dependence of the critical velocity and the impact angle of the sliding body on the density of the sliding body and the height of the column are determined. It also took the width of the cross section, the ultimate bending moment of the column and the horizontal displacement at the top of the column into consideration. In order to validate the applicability of present model, a case study was enumerated to research the critical velocity and the mass of the rockfall. Meanwhile, sensitivity of parameters, which are the distance between the impact location and the bottom end of the column, and the ultimate bending moment of the column are conducted. In addition, the relationship between the torsional moment of the column and the impact velocity in different impact angles for sliding body and rockfall was also discussed.
机译:基于示例调查,本研究将柱的故障模式分为三种典型类型,分别是一种塑料铰链,两个塑料铰链和三种塑料铰链模型。当滑动体撞击RC列时,将出现前两种模式,而当结构受到巨大岩石时会发生最后一个模式。随后,获得了滑动体的临界速度与RC柱的性质之间的关系。为了研究滑动体和结构之间的相互作用,选择典型类型的RC柱用于分析。确定临界速度和滑动体的冲击角对滑动体的密度和柱的高度的依赖性。它还占据了横截面的宽度,柱的最终弯矩和柱子顶部的水平位移。为了验证现在模型的适用性,列举了一个案例研究,以研究岩石的临界速度和质量。同时,参数的敏感性,即撞击位置与柱的底端之间的距离以及柱的终极弯曲力矩。此外,还讨论了柱子扭转力矩与用于滑动体和岩石的不同冲击角度的冲击速度之间的关系。

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