Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 51 Issue 9
Jan.  2022
Turn off MathJax
Article Contents
CHANG Zhaoqun, LIU Boquan, HAN Meng, BAI Tao, XING Guohua, WANG Shuangbing. DESIGN AND NUMERICAL ANALYSIS OF AN INNOVATIVE SELF-CENTERING FRICTION DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 138-142,221. doi: 10.13204/j.gyjzG20080402
Citation: CHANG Zhaoqun, LIU Boquan, HAN Meng, BAI Tao, XING Guohua, WANG Shuangbing. DESIGN AND NUMERICAL ANALYSIS OF AN INNOVATIVE SELF-CENTERING FRICTION DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 138-142,221. doi: 10.13204/j.gyjzG20080402

DESIGN AND NUMERICAL ANALYSIS OF AN INNOVATIVE SELF-CENTERING FRICTION DAMPER

doi: 10.13204/j.gyjzG20080402
  • Received Date: 2020-08-04
    Available Online: 2022-01-11
  • An innovative self-centering friction damper was proposed by utilizing the superelastic property of shape-memory alloy (SMA). The damper with a simple structural configuration and clear load-transfer mechanism, consisted of the self-centering device based on large size SMA bars and frictional energy-dissipation devices. To verify the effectiveness and reliability, the experiment of SMA bars with a diameter of 10 mm subjected to cyclic loads was conducted. Then the numerical model of the damper was constructed by finite element analysis software ABAQUS. The change laws of equivalent stiffness, the energy-dissipation per cycle, the equivalent damping ratio and the residual deformation ratio of the damper were discussed in the different displacement amplitudes, friction and prestressing forces of SMA bars. The simulation results showed that the innovative friction damper exhibited a good self-centering and energy-dissipation capability. The residual deformation of the damper was controlled by the friction and the prestressing force of SMA bars.
  • loading
  • [1]
    程选生, 贾传胜, 杜修力. 消能减震技术在结构抗震加固改造中的应用[J]. 土木工程学报, 2012, 45(增刊1):253-257.
    [2]
    周云, 商城豪, 张超. 消能减震技术研究与应用进展[J]. 建筑结构, 2019, 49(19):33-48.
    [3]
    DOLCE M, CARDONE D, MAMETTO R. Implementation and Testing of Passive Control Devices Based on Shape Memory Alloys[J]. Earthquake Engineering and Structural Dynamics, 2000, 29(7):945-968.
    [4]
    左晓宝, 李爱群, 倪立峰, 等. 一种超弹性SMA复合阻尼器的设计与试验[J]. 东南大学学报, 2004, 34(4):459-463.
    [5]
    LI H, MAO C X, QU J P. Experimental and Theoretical Study on Two Types of Shape Memory Devices[J]. Earthquake Engineering and Structural Dynamics, 2008, 37:407-426.
    [6]
    SILWAL B, MICHAEL R J, OZBULUT O E. A Superelastic Viscous Damper for Enhanced Seismic Performance of Steel Moment Frames[J]. Engineering Structures, 2015, 105:152-164.
    [7]
    凌育洪, 彭辉鸿, 张帅. 一种新型SMA阻尼器及其减震性能[J]. 华南理工大学学报, 2011, 39(6):119-125.
    [8]
    李宏男, 钱辉, 宋钢兵. 一种新型SMA阻尼器的试验和数值模拟研究[J]. 振动工程学报, 2008, 21(2):179-184.
    [9]
    任文杰, 李宏男, 宋钢兵, 等. 新型自复位SMA阻尼器对框架结构减震控制的研究[J]. 土木工程学报, 2013, 46(6):14-20.
    [10]
    孙彤, 李宏男. 新型多维形状记忆合金阻尼器的试验研究[J]. 工程力学, 2018, 35(3):178-185.
    [11]
    刘明明, 李宏男, 付兴. 一种新型自复位SMA-剪切型铅阻尼器的试验及其数值分析[J]. 工程力学, 2018, 35(6):52-67.
    [12]
    黄宙, 李宏男. 自复位放大位移型SMA阻尼器优化设计方法研究[J]. 工程力学, 2019, 36(6):202-210.
    [13]
    李灿军, 周臻, 谢钦. 摩擦耗能型SMA杆自复位梁柱节点滞回性能分析[J]. 工程力学, 2018, 35(4):115-123.
    [14]
    DURAN B, TUNABOYU O,ATLI K,et al. Seismic Performance Upgrading of Substandard RC Frames Using Shape Memory Alloy Bars[J]. Smart Materials and Structures,2019, 28(8).https//doi.org/10.1088/1361-665X/ab28f6.
    [15]
    ISSA A S, ALAM M S. Experimental and Numerical Study on the Seismic Performance of a Self-Centering Bracing System Using Closed-Loop Dynamic (CLD) Testing[J]. Engineering Structures, 2019, 195:144-158.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (98) PDF downloads(6) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return