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Analytical and finite element investigation on the thermo-mechanical coupled response of friction isolators under bidirectional excitation

机译:双向激励下摩擦隔离器热力耦合响应的解析和有限元研究

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The hysteretic behavior of friction concave isolators is affected by the variability of the friction coefficient experienced during a seismic event. This variability is a combined function of axial load, sliding velocity and temperature rise at the sliding surface, the latter being responsible for significant friction degradation. Experimental testing and corresponding numerical models are usually focused on the monodirectional performance of the friction isolators, although multi-directional paths occur in a real earthquake scenario. In this paper, the thermo-mechanical coupled (TMC) response of friction concave isolators when subjected to bidirectional excitation is investigated in both an analytical and a numerical framework. First, a simplified phenomenological model is presented that accounts for the friction degradation due to the distance traveled via a macroscale cycling variable, based on the assumption of a uniform heat flux at the sliding interface. Then, a more sophisticated numerical investigation is performed via a TMC finite element (FE) model. A customized subroutine has been developed and implemented into the FE code to account for the local variation of the friction coefficient due to the local temperature rise and sliding velocity. The mutual interaction between mechanical and thermal response is incorporated in the proposed computational approach: the friction-induced temperature rise on the contact points and the consequent friction degradation caused by heating phenomena are analyzed as two interconnected phenomena in a recursive fashion. The friction coefficient law at the sliding interface is adjusted step-by-step and is different from node to node on the basis of the temperature distribution. Validated against experimental data, the two proposed models are used within a parametric study to scrutinize some interesting features observed in the thermo-mechanical response of friction isolators.
机译:摩擦凹形隔离器的磁滞性能受地震事件中摩擦系数变化的影响。这种变化是轴向载荷,滑动速度和滑动表面温度升高的综合函数,后者导致明显的摩擦退化。实验测试和相应的数值模型通常集中在摩擦隔离器的单向性能上,尽管在真实的地震场景中会出现多向路径。在本文中,在解析和数值框架下研究了摩擦凹型隔离器在双向激励下的热力耦合响应。首先,提出了一种简化的现象学模型,该模型基于滑动界面处均匀热通量的假设,说明了由于宏观循环变量经过距离而导致的摩擦退化。然后,通过TMC有限元(FE)模型进行更复杂的数值研究。已经开发了一个定制的子例程并将其实施到FE代码中,以解决由于局部温度升高和滑动速度而导致的摩擦系数局部变化。机械和热响应之间的相互影响被纳入所提出的计算方法中:以递归方式将摩擦引起的接触点温度升高以及由加热现象引起的随之而来的摩擦退化分析为两个相互关联的现象。滑动界面处的摩擦系数定律是逐步调整的,并且根据温度分布,节点之间的摩擦系数定律是不同的。根据实验数据进行验证,在参数研究中使用了这两个建议的模型,以详细研究在摩擦隔离器的热机械响应中观察到的一些有趣特征。

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