首页|黏滑摩擦的光滑化互补模型及其在摩擦摆隔震支座中的应用

黏滑摩擦的光滑化互补模型及其在摩擦摆隔震支座中的应用

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为研究摩擦摆隔震支座在地震作用下的黏滑摩擦响应问题,提出一种处理非光滑黏滑摩擦问题的光滑化模型.首先,基于线性互补理论构建摩擦力余量和相对滑移速度的互补方程.其次,在短时区间内对相对滑移速度进行时间平均,利用时均滑移速度代替时变滑移速度重构互补变量,并将其转化为一组非线性互补方程,从而将非光滑的黏滑摩擦问题进行光滑化处理.随后,将摩擦摆隔震支座等效为一种考虑恢复力效应的2维摩擦耦合模型,结合所提光滑化模型进行地震响应分析,并与经典的Coulomb摩擦模型和LuGre摩擦模型进行了对比验证.研究结果表明,所提模型既能够在宏观上反映黏滑摩擦的stick-slip切换,同时还能实现非光滑问题的光滑化分析,避免在非光滑事件中频繁切换动力学模型.采用不同摩擦模型对摩擦摆隔震支座的地震响应进行计算,验证了所提模型的准确性和有效性.
Smoothing NLCP model of stick-slip friction and its application in FPBs
Here,to study stick-slip friction response of friction pendulum bearing(FPB)for seismic isolation under earthquake action,a smoothing model was proposed to deal with non-smooth stick-slip friction problems.Firstly,based on the theory of linear complementarity,complementary equations were constructed for friction margin and relative slip velocity.Secondly,the relative slip velocity was averaged over a short time interval,and the time averaged slip velocity was used to replace time-varying slip velocity to reconstruct complementary variables,and then they were converted into a set of nonlinear complementary(NLCP)equations to smooth the non-smooth stick-slip friction problem.Subsequently,a FPB was equivalent to a 2-D friction coupled model considering the restoring force effect.The proposed smoothing model was used for seismic response analysis,and it was compared with classical Coulomb friction model and LuGre friction model for verification.The study results showed that the proposed model can not only reflect stick-slip switching of stick-slip friction macroscopically,but also realize smooth analysis of non-smooth problems to avoid frequent switching of dynamic models in non-smooth events;seismic responses of FPBs were calculated using different friction models to verify the correctness and effectiveness of the proposed model.

non-linear complementary(NLCP)stick-slipmodel smoothing methodfriction pendulum bearing(FPB)

吴阳、张楠、张欣刚、张树翠、毕皓皓、姚文莉

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青岛理工大学理学院,山东青岛 266525

非线性互补(NLCP) 黏滞-滑移 模型光滑化方法 摩擦摆隔震支座(FPB)

2025

振动与冲击
中国振动工程学会 上海交通大学 上海市振动工程学会

振动与冲击

北大核心
影响因子:0.898
ISSN:1000-3835
年,卷(期):2025.44(1)