Pre-tensioned SMA cable tests and its application in a novel self-centering viscoelastic damper

被引:28
作者
Qian, Hui [1 ]
Wei, Dexin [1 ]
Shi, Yifei [1 ]
Li, Zongao [1 ]
Li, Hongnan [2 ]
机构
[1] Zhengzhou Univ, Sch Civil Engn, Zhengzhou 450001, Peoples R China
[2] Dalian Univ Technol, Sch Civil Engn, Dalian 116024, Peoples R China
基金
中国国家自然科学基金;
关键词
Shape memory alloy (SMA); SMA cable; Viscoelastic (VE) damper; Residual deformation; Self; -centering; Parametric analyses; MEMORY ALLOY CABLES; CONCRETE; PERFORMANCE; BEHAVIOR; COLUMNS; BRIDGES; STEEL;
D O I
10.1016/j.soildyn.2023.107850
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The elastic modulus of superelastic NiTi shape memory alloy (SMA) is between normal structural steel and viscoelastic materials. To enhance the initial stiffness and self-centering capability of viscoelastic (VE) dampers, an innovative self-centering high-damping rubber damper (SC-HRD), which is parallel composed of an SMA-cable-controlled self-centering system and a traditional high-damping rubber damper, was proposed and investigated in this study. The influence of initial strain, loading amplitude, and strain rate on the behavior of SMA cables after training and pre-tensioning was also tested for the SC-HRD application. Configuration and working principles of the SC-HRD were subsequently illustrated, followed by numerical studies on the behavior of the novel damper. Parametric analyses were then carried out on several design parameters of the SC-HRD to optimize its mechanical performance. Results show that the initial stiffness and residual self-centering strength of the SMA cables, which are essential for the SC-HRD application, can be enhanced with the increasing initial strain and loading strain rate. Compared with traditional VE dampers, the SC-HRD has better initial stiffness and self-centering capacities. Initial strain and relative area ratio of the pre-tensioned SMA cables in the proposed SC-HRD are suggested to be designed as about 2% and 0.123%, respectively, to achieve appropriate initial stiffness, energy dissipation, and residual deformation of the proposed SC-HRD.
引用
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页数:15
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共 46 条
[21]   An innovative re-centering SMA-lead damper and its application to steel frame structures [J].
Li, Hong-Nan ;
Liu, Ming-Ming ;
Fu, Xing .
SMART MATERIALS AND STRUCTURES, 2018, 27 (07)
[22]   Numerical study of a novel SMA-based self-centering beam-to-column connection [J].
Mokhtarnejad, Negar ;
Garmeh, Vandad ;
Shariatmadar, Hashem ;
Askariani, Seyed Saeed .
STRUCTURES, 2023, 47 :1033-1049
[23]   Development, characterization, and seismic application of a shape memory alloy-based self-centering damper [J].
Karmakar, Sukanya ;
Kumar, Abhay ;
Kolay, Chinmoy .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2024, 183
[24]   A novel self-centering viscous damper for improving seismic resilience: Its development, experimentation, and system response [J].
Yan, Xin ;
Alam, M. Shahria ;
Shu, Ganping ;
Qin, Ying .
ENGINEERING STRUCTURES, 2023, 279
[25]   Application of an Innovative SMA Ring Spring System for Self-Centering Steel Frames Subject to Seismic Conditions [J].
Fang, Cheng ;
Wang, Wei ;
Ricles, James ;
Yang, Xiao ;
Zhong, Qiuming ;
Sause, Richard ;
Chen, Yiyi .
JOURNAL OF STRUCTURAL ENGINEERING, 2018, 144 (08)
[26]   Development of novel SMA-based D-type self-centering eccentrically braced frames [J].
Chen, Zhi-Peng ;
Zhu, Songye ;
Yu, Haoran ;
Wang, Bin .
ENGINEERING STRUCTURES, 2022, 260
[27]   Cyclic tests of novel self-centering buckling-restrained brace [J].
Liu, Lu ;
Wu, Bin ;
Li, Wei ;
Zhao, Junxian .
Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition), 2012, 42 (03) :536-541
[28]   Behavior and application of self-centering dampers equipped with buckling-restrained SMA bars [J].
Qiu, Canxing ;
Fang, Cheng ;
Liang, Dong ;
Du, Xiuli ;
Yam, Michael C. H. .
SMART MATERIALS AND STRUCTURES, 2020, 29 (03)
[29]   Study on the mechanical properties of a viscoelastic self-centering brace with rotational displacement amplification and its application in RC frames [J].
Wang, Debin ;
Pang, Ran ;
Fan, Guoxi ;
Wang, Gang .
JOURNAL OF BUILDING ENGINEERING, 2024, 90
[30]   Manufacturing, testing and simulation of novel dual-stage energy-dissipation and self-centering friction damper [J].
Yang, Yong ;
Xue, Jianyang ;
Luo, Zheng ;
Liu, Rui .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2024, 222