Smart Damper Using Sliding Friction of Aramid Brake Lining and Self-centering of Rubber Springs

被引:5
作者
Jeong, Kyuho [1 ]
Choi, Eunsoo [2 ]
Back, Sung-Yong [3 ]
Kang, Joo-Won [4 ]
机构
[1] Agcy Def Dev, R&D Support Ctr, Daejeon, South Korea
[2] Hongik Univ, Dept Civil Engn, Seoul 04066, South Korea
[3] Inje Univ, Sch Civil & Urban Engn, 197 Injero, Gimhae, Gyeongnam, South Korea
[4] Yeungnam Univ, Sch Architecture, Gyongsan, South Korea
关键词
smart damper; sliding friction; pre-compression; rubber spring; self-centering; SHAPE-MEMORY ALLOYS; PERFORMANCE; VIBRATION; DEVICE; STEEL; HOLE;
D O I
10.1007/s13296-016-0065-0
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The purpose of this study is to develop a smart damper with flag-shaped behavior by using the sliding friction of aramid brake lining and the restoring capacity of pre-compressed rubber springs. For this purpose, the friction force of aramid brake lining pressed by bolts was used along with polyurethane rubbers, each with a length of 80 mm, a diameter of 95 mm, and a circular hole of 37 mm. In the experiments, loading frequency and torque force were considered. The loading frequency varied from 0.1 to 2.0 Hz, and frictional force was controlled by variable bolt torque force. The tests were conducted to demonstrate that the clamping force by the bolts could provide normal force to frictional material. The friction force by the aramid brake lining sliding was tested, followed by the pre-compressed rubber springs' behavior. Afterward, a damper combining the two components was tested to verify flag-shaped behavior by using a dynamic actuator, and the damping ratios were evaluated from the hysteretic curves. The behavior of the damper closely matched flag-shaped behavior, resulting in self-centering and energy dissipation capacity.
引用
收藏
页码:1239 / 1250
页数:12
相关论文
共 14 条
  • [1] Utilizing shape memory alloys to enhance the performance and safety of civil infrastructure: a review
    Alam, M. S.
    Youssef, M. A.
    Nehdi, M.
    [J]. CANADIAN JOURNAL OF CIVIL ENGINEERING, 2007, 34 (09) : 1075 - 1086
  • [2] Bolted joint clamping force variation due to axial vibration
    Basava, S
    Hess, DP
    [J]. JOURNAL OF SOUND AND VIBRATION, 1998, 210 (02) : 255 - 265
  • [3] Static friction coefficient of some plastics against steel and aluminum under different contact conditions
    Benabdallah, Habib S.
    [J]. TRIBOLOGY INTERNATIONAL, 2007, 40 (01) : 64 - 73
  • [4] Self-Centering Seismic Lateral Force Resisting Systems: High Performance Structures for the City of Tomorrow
    Chancellor, Nathan Brent
    Eatherton, Matthew R.
    Roke, David A.
    Akbas, Tugce
    [J]. BUILDINGS, 2014, 4 (03) : 520 - 548
  • [5] Smart damper using the combination of magnetic friction and pre-compressed rubber springs
    Choi, Eunsoo
    Choi, Gyuchan
    Kim, Hong-Taek
    Youn, Heejung
    [J]. JOURNAL OF SOUND AND VIBRATION, 2015, 351 : 68 - 89
  • [6] Dolce M, 2000, EARTHQUAKE ENG STRUC, V29, P945, DOI 10.1002/1096-9845(200007)29:7<945::AID-EQE958>3.0.CO
  • [7] 2-#
  • [8] Energy dissipation of a friction damper
    López, I
    Busturia, JM
    Nijmeijer, H
    [J]. JOURNAL OF SOUND AND VIBRATION, 2004, 278 (03) : 539 - 561
  • [9] Progressive damage analysis of multi-bolt composite joints with variable bolt-hole clearances
    McCarthy, CT
    McCarthy, MA
    Lawlor, VP
    [J]. COMPOSITES PART B-ENGINEERING, 2005, 36 (04) : 290 - 305
  • [10] The bulk modulus and Poisson's ratio of "incompressible" materials
    Mott, P. H.
    Dorgan, J. R.
    Roland, C. M.
    [J]. JOURNAL OF SOUND AND VIBRATION, 2008, 312 (4-5) : 572 - 575