Cyclic test and numerical analysis of an innovative re-centering SMA cable-wrapped wedge friction damper

IF 4.6 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL Soil Dynamics and Earthquake Engineering Pub Date : 2025-04-01 Epub Date: 2025-02-05 DOI:10.1016/j.soildyn.2025.109268
Chenliang Fan , Hui Qian , Yifei Shi , Linsheng Huo
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Abstract

In order to address the problems associated with conventional friction dampers, including excessive residual displacements, limited initial stiffness and unstable energy dissipation, a novel solution is introduced in this study: the SMA cable-based recentering wedge friction damper (RWFD). This innovative system integrates a re-centering mechanism controlled by SMA cables and a friction damper design designed to achieve re-centering functionality and stable energy consumption. This study details the complex construction and assembly of the re-centering SMA cable wedge friction damper and explains its principle of operation.In this study, loading tests have been performed on SMA cables and the results are given with conclusions and recommendations. In addition, this study also produces a real component equal to the RWFD 3D model for loading test, the loading phenomenon and results are analyzed, which provides important information for the subsequent simulation analysis.The finite element refinement model of RWFD, which is consistent with the theoretical model and experimental results, is established and rigorously verified, and the key parameters affecting the performance of RWFD are comprehensively analyzed: longitudinal thickness of SMA cable, initial pre-tensioning stress, transversal width of SMA cable, and friction surface coefficient. The load-displacement curves of the corresponding models were derived from the finite element model simulations and evaluated using the relevant performance indicators. The evaluation results not only validate the effectiveness of RWFD, but also provide valuable insights for optimising its performance.
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新型SMA电缆包覆楔形摩擦阻尼器的循环试验与数值分析
为了解决传统摩擦阻尼器存在的残余位移过大、初始刚度有限和能量耗散不稳定等问题,本研究提出了一种新的解决方案:基于SMA电缆的重入楔形摩擦阻尼器(RWFD)。该创新系统集成了由SMA电缆控制的重新定心机构和摩擦阻尼器设计,旨在实现重新定心功能和稳定的能耗。本文详细介绍了SMA电缆楔形摩擦阻尼器的复杂结构和组装,并解释了其工作原理。在本研究中,对SMA电缆进行了加载试验,并给出了结论和建议。此外,本研究还制作了一个与实际构件相等的RWFD三维模型进行加载试验,对加载现象和结果进行了分析,为后续的仿真分析提供了重要信息。建立了与理论模型和实验结果相吻合的RWFD有限元精细化模型并进行了严格验证,综合分析了影响RWFD性能的关键参数:SMA索纵向厚度、初始预张应力、SMA索横向宽度、摩擦面系数。通过有限元模型仿真得到相应模型的荷载-位移曲线,并利用相关性能指标对其进行评价。评价结果不仅验证了RWFD的有效性,而且为优化RWFD的性能提供了有价值的见解。
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来源期刊
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering 工程技术-地球科学综合
CiteScore
7.50
自引率
15.00%
发文量
446
审稿时长
8 months
期刊介绍: The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering. Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.
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