复合阻尼自复位支撑力学原理与性能分析

MECHANICS AND PERFORMANCE ANALYSIS OF HYBRID DAMPING SELF-CENTERING BRACE

  • 摘要: 提出了一种新型复合阻尼自复位支撑。该支撑由多个相互独立的模块组合装配而成,采用摩擦耗能模块和粘滞阻尼模块相组合的方式消耗能量,复位模块采用组合碟簧提供复位力。阐述了支撑的工作原理,并建立了其理论恢复力模型。通过数值模拟分析了加载制度和设计参数对支撑滞回性能的影响。结果表明:复合阻尼自复位支撑滞回曲线饱满,具有明显的旗帜形特征,卸载后复位率超过99%;增大支撑加载频率、摩擦力、阻尼系数和复合阻尼比,减小组合碟簧预压力和刚度,均可提高支撑的耗能能力,复合阻尼比为1.5时支撑耗能相较复合阻尼比为0.75时提高40.5%;为使支撑完全复位,预压力应不小于摩擦力。恢复力模型预测结果与数值模拟结果吻合较好。

     

    Abstract: A novel hybrid damping self-centering brace is proposed. The brace is assembled through a combination of multiple independent modules. The friction energy dissipation module and the viscous damping module are combined to dissipate energy, and the self-centering module uses combined disc springs to provide the recentering force. The working principle of the brace is introduced, and a theoretical restoring force model is established. The effects of loading protocol and design parameters on the hysteretic behaviors of brace are analyzed by numerical simulation. The results show that the hybrid damping self-centering brace exhibits a full flag-shaped hysteretic curve with a self-centering ratio of over 99% after unloading. The energy dissipation capacity of the brace can be improved by increasing the loading frequency, friction force, damping coefficient and hybrid damping ratio, and reducing the pre-pressed force and stiffness of the combined disc springs. When the hybrid damping ratio is 1.5, the energy dissipation of the brace is 40.5% higher than that when the hybrid damping ratio is 0.75. In order to make the brace completely re-center, the pre-pressed force should not be less than the friction force. The predicted results of restoring force model agree well with the numerical simulation results.

     

/

返回文章
返回