Test of a novel self-centering brace using SMA slip friction damper

被引:14
|
作者
Qiu, Canxing [1 ]
Yang, Yongbo [1 ]
Liu, Jiawang [1 ]
Jiang, Tianyuan [1 ]
机构
[1] Beijing Univ Technol, Key Lab Urban Secur, Disaster Engn Minist Educ, Beijing 100124, Peoples R China
基金
中国国家自然科学基金;
关键词
Experimental test; Self-centering; Brace; SMA; Seismic resilience; SEISMIC PERFORMANCE; BEHAVIOR; DESIGN; FRAMES;
D O I
10.1016/j.jcsr.2023.107872
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper reports an experimental work on a novel self-centering brace, which is a serial combination of shape memory alloy slip friction damper and steel tube. The study initiates with describing the axial behavior, in-plane rotational behavior and global buckling behavior of the brace, and deriving the corresponding analytical equations. Then, cyclic loading tests are conducted to obtain the hysteresis behavior of shape memory alloy bolt and the coefficient of kinetic friction of the sliding surfaces, both of which are critical to the behavior of the brace. In what followed, four tests are carried out on a 1/3-scaled specimen, corresponding to four loading protocols. The testing results indicate that the brace exhibits a flag-shaped hysteresis, which is characterized by excellent self-centering capability and satisfactory damping capacity. Using the experimental data, this work quantifies the peak strength, secant stiffness, energy dissipation and equivalent damping ratio, and analyzes the local strains and deformations. Furthermore, three-dimensional finite element models are established for nu-merical simulations. The finite element models capture the global and local behavior of the brace. Both the analytical equations and numerical simulations agree reasonably well with the experimental data.
引用
收藏
页数:14
相关论文
共 50 条
  • [41] Development, simulation, and validation of sliding self-centering steel brace with NiTi SMA wires
    Sun, Guohua
    Liu, Han
    Liu, Wenyuan
    Yang, Wenxia
    ENGINEERING STRUCTURES, 2022, 256
  • [42] New Self-Centering Tension-Only Brace Using Resilient Slip-Friction Joint: Experimental Tests and Numerical Analysis
    Bagheri, Hamed
    Hashemi, Ashkan
    Yousef-Beik, S. M. M.
    Zarnani, Pouyan
    Quenneville, Pierre
    JOURNAL OF STRUCTURAL ENGINEERING, 2020, 146 (10)
  • [43] Self-Centering Frictional Damper (SCFD)
    Westenenk, B.
    Edwards, J. J.
    de la Llera, J. C.
    Junemann, R.
    ENGINEERING STRUCTURES, 2019, 197
  • [44] Experimental and analytical modelling on a novel self-centering viscous damper
    Liu, Qiang
    Li, Peizhen
    Yuan, Cheng
    Li, Wei
    Ding, Sunwei
    JOURNAL OF BUILDING ENGINEERING, 2023, 75
  • [45] Smart Damper Using Sliding Friction of Aramid Brake Lining and Self-centering of Rubber Springs
    Jeong, Kyuho
    Choi, Eunsoo
    Back, Sung-Yong
    Kang, Joo-Won
    INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2016, 16 (04) : 1239 - 1250
  • [46] Multiparameter Optimization Design of Self-centering Friction Damper Using Shape Memory Alloy Bars
    Chang, Zhaoqun
    Xing, Guohua
    Han, Meng
    Liu, Boquan
    JOURNAL OF EARTHQUAKE ENGINEERING, 2023, 27 (04) : 833 - 851
  • [47] Smart damper using sliding friction of aramid brake lining and self-centering of rubber springs
    Kyuho Jeong
    Eunsoo Choi
    Sung-Yong Back
    Joo-Won Kang
    International Journal of Steel Structures, 2016, 16 : 1239 - 1250
  • [48] MODELING OF AN SMA-BASED SELF-CENTERING DAMPER AND ITS CONTROL PERFORMANCE ANALYSIS
    Ma, Hong-Wei
    Yam, Michael C. H.
    PROCEEDINGS OF THE 7TH INTERNATIONAL CONFERENCE ON TALL BUILDINGS, 2010, : 607 - 614
  • [49] Cyclic tests of novel self-centering buckling-restrained brace
    Wu, B. (bin.wu@hit.edu.cn), 1600, Southeast University (42):
  • [50] A novel self-centering friction damper with elastic post-buckling plates to retrofit bridge bents
    Zhang, Zhenhua
    Gao, Xinxin
    Shen, Hu
    Zhang, Jingsi
    Wang, Lei
    Qian, Hui
    Sheng, Piao
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2023, 173