Studies of the performance of particle dampers under dynamic loads

被引:163
作者
Lu, Zheng [1 ]
Lu, Xilin [1 ]
Masri, Sami F. [2 ]
机构
[1] Tongji Univ, State Key Lab Disaster Reduct CivilEngn, Shanghai 200092, Peoples R China
[2] Univ So Calif, Viterbi Sch Engn, Los Angeles, CA 90089 USA
基金
中国国家自然科学基金;
关键词
IMPACT DAMPER; GRANULAR-MATERIALS; VIBRATION; SIMULATION; MODELS; SYSTEM;
D O I
10.1016/j.jsv.2010.06.027
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
This paper presents a systematic investigation of the performance of particle dampers (vertical and horizontal) attached to a primary system (single-degree-of-freedom (SDOF) and multi-degree-of-freedom (MDOF)) under different dynamic loads (free vibration, stationary random excitation as well as nonstationary random excitation, with single component or multi-component), and the optimum operating regions are all determined. The amount of dissipated energy due to impact and friction, and the concept of "Effective Momentum Exchange" are shown to be suitable "global" measures to interpret the physics involved in the behavior of particle dampers. Using the well-established discrete element method, the motion of vertical particle dampers can be analyzed and classified into three different regions, and the associated damping characteristics can be interpreted. The first mode of a MDOF primary system can be effectively controlled by a properly designed particle damper; however, the higher modes are more affected by other parameters. Consequently, extensive parametric studies are presented to evaluate the effects of various system parameters, such as: mass ratio, primary system damping, coefficient of restitution, container dimensions, excitation amplitude and components, input locations and damper locations. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:5415 / 5433
页数:19
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