Design and control performance of a frictional tuned mass damper with bearing-shaft assemblies

被引:29
作者
Jiang, Jinwei [1 ]
Ho, Siu Chun Michael [1 ]
Markle, Nathanael J. [2 ]
Wang, Ning [3 ]
Song, Gangbing [1 ]
机构
[1] Univ Houston, Dept Mech Engn, Houston, TX 77204 USA
[2] Texas A&M Univ, Dept Mech Engn, College Stn, TX 77843 USA
[3] Univ Houston, Dept Elect & Comp Engn, Houston, TX USA
关键词
Frictional damping; flange-mounted linear ball bearings; slide shafts; tuned mass damper; frictional tuned mass damper; vibration control; VIBRATION ABSORBERS; PARAMETERS; STIFFNESS; OPTIMIZATION; SYSTEMS;
D O I
10.1177/1077546319832429
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
This paper explores the feasibility of leveraging the damping generated by the friction between movable flange-mounted ball bearings and a stationary shaft. This bearing-shaft assembly is integrated with a tuned mass damper to form a frictional tuned mass damper (FTMD). The friction coefficient and the equivalent viscous damping ratio of the proposed FTMD were experimentally obtained based on different cases of glass, steel, and aluminum slide shafts. The proposed FTMD was modeled and simulated numerically to study its ability to suppress vibrations on a single degree of freedom structure. Furthermore, a parallel experimental validation of the FTMD was also executed to verify simulation results. Results from both experiments and simulations demonstrated that the proposed FTMD device was able to significantly improve the damping ratio of the primary structure from 0.35% to 5.326% during free vibration, and also to suppress around 90% of uncontrolled structural response at a tuned frequency. In particular, the frequency responses, among the tested shaft materials, suggested that the selected steel slide shaft practically provided a near-optimal damping coefficient, thus the proposed FTMD was able to considerably reduce structural resonant peak amplitudes over the tested excitation frequency domain.
引用
收藏
页码:1812 / 1822
页数:11
相关论文
共 50 条
[1]  
[Anonymous], 1928, J APPL MECH
[2]   SINGLE UNIT IMPACT DAMPER IN FREE AND FORCED VIBRATION [J].
BAPAT, CN ;
SANKAR, S .
JOURNAL OF SOUND AND VIBRATION, 1985, 99 (01) :85-94
[3]  
Chopra AnilK., 2000, Earthquake Spectra, V23, DOI DOI 10.1193/1.1586188
[4]   Optimal design of friction pendulum tuned mass damper with varying friction coefficient [J].
Chung, L. L. ;
Wu, L. Y. ;
Lien, K. H. ;
Chen, H. H. ;
Huang, H. H. .
STRUCTURAL CONTROL & HEALTH MONITORING, 2013, 20 (04) :544-559
[6]   The damping performance of a single particle impact damper [J].
Duncan, MR ;
Wassgren, CR ;
Krousgrill, CM .
JOURNAL OF SOUND AND VIBRATION, 2005, 286 (1-2) :123-144
[7]  
Garcia-Troncoso N, 2020, ADV BRIDGE ENG, V1, DOI [10.1186/s43251-020-00013-8, 10.1177/1077546309350188]
[8]  
Hartog D., 1956, MECH VIBRATIONS
[9]   Structural control: Past, present, and future [J].
Housner, GW ;
Bergman, LA ;
Caughey, TK ;
Chassiakos, AG ;
Claus, RO ;
Masri, SF ;
Skelton, RE ;
Soong, TT ;
Spencer, BF ;
Yao, JTP .
JOURNAL OF ENGINEERING MECHANICS, 1997, 123 (09) :897-971
[10]   MASS DAMPER USING FRICTION-DISSIPATING DEVICES [J].
INAUDI, JA ;
KELLY, JM .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1995, 121 (01) :142-149