Development and characterization of self-centering friction dampers with confined shape memory alloy bars

被引:0
|
作者
Avsar, Ozgur [1 ,2 ]
Cao, Sasa [3 ]
Ozbulut, Osman E. [2 ,4 ]
机构
[1] Eskisehir Tech Univ, Dept Civil Engn, Eskisehir, Turkiye
[2] Univ Virginia, Dept Civil & Environm Engn, Charlottesville, VA 22903 USA
[3] Guangzhou Univ, Sch Civil Engn, Guangzhou, Peoples R China
[4] Univ Leeds, Sch Civil Engn, Leeds, England
来源
基金
中国国家自然科学基金;
关键词
Shape memory alloys; Tension-compression asymmetry; Buckling-restrained; Superelastic; Self-centering; SEISMIC RESPONSE CONTROL; HYSTERETIC BEHAVIOR; DESIGN; ASYMMETRY; FRAMES;
D O I
10.1016/j.jobe.2024.109504
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study proposes a new self-centering, shape memory alloy bar-based device to address the tension -compression asymmetry and limited energy dissipation capacity of similar SMA bar-based devices. The proposed device, named the Confined Superelastic Friction Damper (CSFD), employs buckling-restrained SMA bars to maintain symmetry in force-displacement responses and enhance effectiveness in both tension and compression. The device also integrates a frictional damping mechanism, contributing to increased energy dissipation capacity. First, an optimal annealing condition is investigated for as-received SMA bars to achieve a satisfactory superelastic response. Then, the working and design principles of the CSFD are outlined. The experimental characterization of CSFD devices in various configurations is conducted under an increasing amplitude loading protocol. The devices are tested with different levels of frictional damping to assess the effects of the added frictional forces on device characteristics. Analysis of test results considers parameters such as hysteresis curves, maximum force, equivalent viscous damping, and selfcentering efficiency to provide a comprehensive performance evaluation of each device. Findings reveal that while a single buckling-restrained SMA bar device exhibits up to 90 % higher forces in compression than in tension, a CSFD device with two such bars nearly eliminates this asymmetry. Compared to tension-only SMA devices, capable of symmetric response, the proposed CSFD device demonstrates a 2.6 times higher force-resisting capacity. For all devices, the addition of some frictional damping improves the energy dissipation and equivalent viscous damping capacity, while leading to some reduction in self-centering efficiency.
引用
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页数:19
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