Chenliang Fan , Hui Qian , Yifei Shi , Linsheng Huo
{"title":"Cyclic test and numerical analysis of an innovative re-centering SMA cable-wrapped wedge friction damper","authors":"Chenliang Fan , Hui Qian , Yifei Shi , Linsheng Huo","doi":"10.1016/j.soildyn.2025.109268","DOIUrl":null,"url":null,"abstract":"<div><div>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.</div></div>","PeriodicalId":49502,"journal":{"name":"Soil Dynamics and Earthquake Engineering","volume":"191 ","pages":"Article 109268"},"PeriodicalIF":4.2000,"publicationDate":"2025-02-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soil Dynamics and Earthquake Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0267726125000612","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0
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.
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.