Fei Shi , Wenlang Yuan , Almas Erbolat , Wei Bao , Zhangyan Chen , Yun Zhou
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Then, three HSB specimens are designed and manufactured, each possessing different parameters for SMA cables but identical parameters for VE dampers. Next, cyclic loading tests are carried out to examine the hysteretic responses of these three HSBs. The focus is on revealing the influence of different quantities and pre-tension forces of SMA cables on the mechanical behavior of HSB, as well as examining the loss of pre-tension force in SMA cables during the testing process. The research findings demonstrate that the working mechanism of HSB is experimentally validated, and that training contributes to achieving more stable mechanical behavior in HSB. HSB exhibits excellent recoverability, with the hysteretic curves overlapping substantially in two identical loading tests, with a maximum decrease of only 8.6 % in various mechanical properties. The greater the quantity and pre-tension force of SMA cables, the higher the initial stiffness and activation force of HSB, while the transition stiffness and residual deformation are smaller. 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引用次数: 0
摘要
形状记忆合金(SMA)电缆因其卓越的自定心能力和良好的能量耗散能力,已成为自定心装置的理想材料。然而,SMA 电缆对混合自定心装置机械行为的影响,尤其是对预拉力的影响,尚未通过实验进行广泛探讨。有鉴于此,本研究以最近提出的混合自定心支撑(HSB)为例,将粘弹性(VE)阻尼器和 SMA 电缆并联,通过深入的实验测试进一步研究其力学行为。首先,阐明了 HSB 的构造和工作机理,并推导出其力学参数的计算公式。然后,设计并制造了三个 HSB 试样,每个试样的 SMA 电缆参数不同,但 VE 阻尼器参数相同。接下来,进行了循环加载试验,以检查这三种 HSB 的滞后响应。重点是揭示 SMA 电缆的不同数量和预拉力对 HSB 机械行为的影响,以及检查 SMA 电缆在测试过程中预拉力的损失。研究结果表明,HSB 的工作机制得到了实验验证,训练有助于实现 HSB 更稳定的机械行为。HSB 具有出色的恢复能力,在两次相同的加载测试中,滞后曲线基本重合,各种机械性能的最大降幅仅为 8.6%。SMA 电缆的数量和预拉力越大,HSB 的初始刚度和激活力越高,而过渡刚度和残余变形则越小。经过训练的 HSB 试样显示,在随后循环加载的第一个周期中,SMA 电缆的预拉力明显减小,平均减小约 28%,这在 HSB 的未来应用中应仔细考虑。
Mechanical behavior of hybrid self-centering brace: Insights into the role of SMA cables
Shape Memory Alloy (SMA) cables have emerged as promising materials for self-centering devices owing to its remarkable self-centering ability and good energy dissipation capacity. However, the impact of SMA cables on the mechanical behavior of hybrid self-centering devices, particularly concerning pre-tension forces, has not been extensively explored through experimentation. In light of this, this study takes the recently proposed hybrid self-centering brace (HSB) as an example, which comprises Viscoelastic (VE) dampers and SMA cables in parallel, to further investigate its mechanical behavior through in-depth experimental tests. Firstly, the configuration and working mechanism of the HSB are elucidated, and the formulas for calculating its mechanical parameters are derived. Then, three HSB specimens are designed and manufactured, each possessing different parameters for SMA cables but identical parameters for VE dampers. Next, cyclic loading tests are carried out to examine the hysteretic responses of these three HSBs. The focus is on revealing the influence of different quantities and pre-tension forces of SMA cables on the mechanical behavior of HSB, as well as examining the loss of pre-tension force in SMA cables during the testing process. The research findings demonstrate that the working mechanism of HSB is experimentally validated, and that training contributes to achieving more stable mechanical behavior in HSB. HSB exhibits excellent recoverability, with the hysteretic curves overlapping substantially in two identical loading tests, with a maximum decrease of only 8.6 % in various mechanical properties. The greater the quantity and pre-tension force of SMA cables, the higher the initial stiffness and activation force of HSB, while the transition stiffness and residual deformation are smaller. Trained HSB specimens show a noticeable reduction in pre-tension of SMA cables in the first cycle of subsequent cyclic loading, averaging around 28 %, which shall be carefully considered in the future applications of HSB.
期刊介绍:
Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed.
The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering.
Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels.
Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.