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首页> 外文期刊>Structural Control and Health Monitoring >Manufacturing and performance of a novel self‐centring damper with shape memory alloy ring springs for seismic resilience
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Manufacturing and performance of a novel self‐centring damper with shape memory alloy ring springs for seismic resilience

机译:带有形状记忆合金环形弹簧的新型自定心减震器的制造和性能

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摘要

This paper discusses the manufacturing process and mechanical performance of a novel self-centring damper equipped with a group of kernel elements, namely, shape memory alloy (SMA) ring springs. The study commences with an experimental investigation on individual SMA ring spring specimens, enabling a fundamental understanding of their working principle and mechanical performance. Some technical issues related to manufacturing process, low-temperature heat treatment (annealing), quenching, and cyclic training are also discussed. Subsequently, the fabrication steps and working mechanism of the dampers incorporating the SMA ring springs are elaborated, and a further experimental study on a large-scale prototype damper specimen is carried out. The test results show that the damper specimen exhibits satisfactory mechanical behaviour with a stable flag-shaped load-displacement hysteretic response. A high initial stiffness and an adequate level of yield resistance are exhibited due to a relatively high preload applied to the SMA ring spring group. Excellent self-centring capability with no residual displacement is observed, and satisfactory energy dissipation with an equivalent viscous damping ratio of up to 18.5% is shown. No failure to any component of the damper is observed by the end of the test. The proposed damper is expected to resist strong earthquakes and offer self-centring driving action effectively for engineering structures without the need for repair.
机译:本文讨论了一种新型的自定心阻尼器的制造工艺和机械性能,该阻尼器装有一组核心元件,即形状记忆合金(SMA)环形弹簧。该研究从对单个SMA环形弹簧试样的实验研究开始,从而使他们对它们的工作原理和机械性能有了基本的了解。还讨论了与制造过程,低温热处理(退火),淬火和循环训练有关的一些技术问题。随后,详细阐述了装有SMA环形弹簧的减振器的制造步骤和工作机理,并对大型原型减振器样本进行了进一步的实验研究。试验结果表明,减振器试样具有令人满意的机械性能,并具有稳定的旗形载荷-位移滞后响应。由于施加在SMA环形弹簧组上的相对较高的预紧力,因此具有较高的初始刚度和足够的屈服强度。观察到出色的自动定心能力,没有残余位移,并且显示出令人满意的能量耗散,等效粘性阻尼比高达18.5%。在测试结束之前,未观察到风门的任何组件发生故障。拟议中的减震器有望抵抗强烈的地震,并为工程结构提供有效的自定心驾驶功能,而无需维修。

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