Equivalent model and experimental verification of a multi-particle damper with inerter

HUANG Xuhong,XU Weibing,WANG Jin,YAN Weiming,CHEN Yanjiang

Journal of Vibration and Shock ›› 2021, Vol. 40 ›› Issue (18) : 102-111.

PDF(2356 KB)
PDF(2356 KB)
Journal of Vibration and Shock ›› 2021, Vol. 40 ›› Issue (18) : 102-111.

Equivalent model and experimental verification of a multi-particle damper with inerter

  • HUANG Xuhong,XU Weibing,WANG Jin,YAN Weiming,CHEN Yanjiang
Author information +
History +

Abstract

Based on the study of the existing equivalent single particle mechanical model of a multi-particle damper (M-PD), an equivalent single particle model with an inerter (EISM) was established to consider the rolling effect of particles on the damping performance of the M-PD.The motion state of a single-degree-of-freedom structure with the M-PD under harmonic and seismic excitation was investigated by the use of the Runge-Kutta algorithm.Shaking table tests of a single-layer steel frame with the M-PD was designed and conducted.The influence of filling rate on the displacement frequency response curve of the top of the structure was explored.The principle for determining the EISM’s parameters in non stacking state was proposed, and then the experimental and theoretical verification on the EISM were carried out based on the above testing results and the analysis results by the existing equivalent single particle model.On this basis, the damping effect and energy change of the M-PD were analysed based on the EISM under different excitation, such as free vibration, harmonic and seismic excitation.The results show that the EISM can further reflect the complex damping effect and damping mechanism of M-PD, and the proposed parameter evaluation principle is more suitable for the numerical simulation of the M-PD in non stacking state.The M-PD has better damping effect under different excitation conditions, but the existing equivalent single particle model may overestimate the damping effect of M-PD with the optimal impact distance.

Key words

multi-particle damper(M-PD) / equivalent model / inerter / non stacking state / damping effect

Cite this article

Download Citations
HUANG Xuhong,XU Weibing,WANG Jin,YAN Weiming,CHEN Yanjiang. Equivalent model and experimental verification of a multi-particle damper with inerter[J]. Journal of Vibration and Shock, 2021, 40(18): 102-111

References

[1]WANG X Y, LIU X D, SHAN Y C, et al.Design, simulation and experiment of particle dampers attached to a precision instrument in spacecraft[J].Journal of Vibroengineering, 2015,17(4): 1605-1614.
[2]PENDLETON S, BASILE J, GUERRA J, et al.Particle damping for launch vibration mitigation: design and test validation[C]//49th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference.Schaumburg: AIAA, 2008.
[3]NAEIM F, LEW M, CARPENTER L D, et al.Performance of tall buildings in Santiago, Chile during the 27 February 2010 offshore Maule, Chile earthquake[J].The Structural Design of Tall and Special Buildings, 2011,20(1): 1-16.
[4]PAPALOU A, STREPELIAS E, ROUBIEN D, et al.Seismic protection of monuments using particle dampers in multi-drum columns[J].Soil Dynamics and Earthquake Engineering, 2015,77: 360-368.
[5]许维炳.颗粒阻尼器及其在高架连续梁桥中的应用研究[D].北京: 北京工业大学, 2014.
[6]王瑾.基于颗粒阻尼的结构减震(振)方法研究[D].北京: 北京工业大学, 2017.
[7]鲁正, 吕西林.缓冲型颗粒阻尼器减振控制的试验研究[J].土木工程学报, 2013,46(5): 93-98.
LU Zheng, L Xilin.Experimental investigation into the vibration control effects ofbuffered particle dampers[J].China Civil Engineering Journal, 2013,46(5): 93-98.
[8]LU Z, HUANG B, ZHOU Y.Theoretical study and experimental validation on the energy dissipation mechanism of particle dampers[J].Structural Control and Health Monitoring, 2018,25(4): e2125.
[9]SAEKI M.Impact damping with granular materials in a horizontally vibrating system[J].Journal of Sound and Vibration, 2002,251(1): 153-161.
[10]SAEKI M.Analytical study of multi-particle damping[J].Journal of Sound and Vibration, 2005,281(3/4/5): 1133-1144.
[11]MAO K M, WANG Y M, XU Z W, et al.DEM simulation of particle damping[J].Powder Technology, 2004,142(2): 154-165.
[12]MICHON G, ALMAJID A, ARIDON G.Soft hollow particle damping identification in honeycomb structures[J].Journal of Sound and Vibration, 2013,332(4): 536-544.
[13]PAPALOU A.Performance of particle dampers underrandom excitation[J].Journal of Vibration & Acoustics, 1996,118(4): 614-621.
[14]HUANG X H, XU W B, YAN W M.Equivalent model of a multiparticle damper considering the mass coupling coefficient[J].Structural Control and Health Monitoring, 2020,27(8): e2580.
[15]WU C Y, LI L Y, THORNTON C.Energy dissipation during normal impact of elastic and elastic-plastic spheres[J].International Journal of Impact Engineering, 2005,32(1/2/3/4): 593-604.
[16]LIN N, ZONG C F, SHI S M.The method of mass estimation considering system error in vehicle longitudinal dynamics[J].Energies, 2019,12(1): 1-15.
[17]SMITH M C.Synthesis of mechanical networks: the inerter[J].IEEE Transactions on Automatic Control, 2002,47(10): 1648-1662.
[18]FIRESTONE F A.A new analogy between mechanical and electrical systems[J].The Journal of the Acoustical Society of America, 1933,4(3): 249-267.
[19]张瑞甫,曹嫣如,潘超.惯容减震(振)系统及其研究进展[J].工程力学, 2019,36(10): 8-27.
ZHANG Ruifu, CAO Yanru, PAN Chao.Inerter system and its state-of-the-art[J].Engineering Mechanics, 2019,36(10): 8-27.
[20]金栋平, 胡海岩.碰撞振动与控制[M].北京: 科学出版社, 2005.
[21]杜妍辰, 王彬.碰撞阻尼器的颤振行为研究[J].振动与冲击, 2018,37(16): 7-13.
DU Yanchen, WANG Bin.A study on the chattering behavior of an impact damper[J].Journal of Vibration and Shock, 2018,37(16): 7-13.
[22]鲁正, 陈筱一, 王佃超, 等.颗粒调谐质量阻尼器减震控制的数值模拟[J].振动与冲击, 2017,36(3): 46-50.
LU Zheng, CHEN Xiaoyi, WANG Dianchao, et al.Numerical simulation for vibration reduction control of particle tuned mass dampers[J].Journal of Vibration and Shock, 2017,36(3): 46-50.
[23]THORNTON C.Coefficient of restitution for collinear collisions of elastic-perfectly plastic spheres[J].Journal of Applied Mechanics, 1997,64(2): 383-368.
PDF(2356 KB)

693

Accesses

0

Citation

Detail

Sections
Recommended

/