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Performance of self-centering devices containing superelastic SMA bars and their application via finite element analysis

机译:通过有限元分析,包含超弹性SMA条的自定心设备的性能及其应用

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摘要

This paper aimed to use finite-element analysis to evaluate the seismic performance of self-centering devices, containing superelastic shape memory alloy (SMA) bars and their application. It should be noted that the devices could perform bending behaviors combining with tensions or compression. Cyclic performance of the devices under pulling and pushing actions have been modelled and verified by previous experimental results. Then, parametric studies were conducted to investigate the effect of design parameters on the stiffness of the selfcentering devices containing SMA bars. An application of the device to a steel frame was proposed and modelled. Results shown that the increasement of diameters and number of SMA bars have positive effects while the increase of bars length and moment arms have negative effects on the effective stiffness of the devices. Besides, with the same area, the use of SMA bars in the rectangular shape gives higher effective stiffness than the use of those in the circular shape. However, with the same moment of inertia, the former gives lower effective stiffness than the latter. The hysteretic responses of a steel frame equipped with SMA devices showed perfect selfcentering capacity with symmetric behavior. The devices are effective to enhance the seismic performance of steel frames.
机译:本文旨在使用有限元分析来评估自定心装置的地震性能,含有超弹性形状记忆合金(SMA)条及其应用。应当注意,该设备可以执行与紧张或压缩组合的弯曲行为。通过先前的实验结果模拟和验证了拉动和推动下的装置的循环性能。然后,进行参数研究以研究设计参数对含有SMA棒的自重装置的刚度的影响。提出了将器件应用于钢框架。结果表明,直径和SMA条的数量的增加具有积极的效果,而杆长度和力矩臂的增加对器件的有效刚度具有负面影响。此外,在相同的区域外,在矩形中使用SMA杆,比使用圆形的使用更高的有效刚度。然而,在相同的惯性时刻,前者给出了比后者更低的有效僵硬。配备有SMA器件的钢框的滞后响应显示了具有对称行为的完美自我牢固能力。该装置有效地增强钢框架的地震性能。

著录项

  • 来源
    《Engineering Structures》 |2021年第15期|112113.1-112113.13|共13页
  • 作者单位

    Ton Duc Thang Univ Inst Computat Sci Div Construct Computat Ho Chi Minh City Vietnam|Ton Duc Thang Univ Fac Civil Engn Ho Chi Minh City Vietnam;

    Hongik Univ Dept Civil Engn Seoul 04066 South Korea;

    Ton Duc Thang Univ Inst Computat Sci Div Construct Computat Ho Chi Minh City Vietnam|Ton Duc Thang Univ Fac Civil Engn Ho Chi Minh City Vietnam;

    Univ Transport & Commun Fac Civil Engn Hanoi Vietnam;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Self-centering; Superelastic; SMA; Seismic performance; FEA;

    机译:自定心;超级弹性;SMA;地震性能;FEA;

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