Control accuracy and sensitivity of a double rhombic-strut adaptive beam string structure

IF 4 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Journal of Constructional Steel Research Pub Date : 2024-11-15 DOI:10.1016/j.jcsr.2024.109166
Jun Zou , Jinyu Lu , Na Li , Haichen Zhang , Zhicheng Sha , Zhiyin Xu
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Abstract

The control accuracy and sensitivity of active struts in traditional adaptive beam string structures (ABSS) pose significant challenges to meeting the control requirements in different working states, which will seriously limit its adaptability to various external environments. To address this issue, a double rhombic active strut adaptive beam string structure (DRSABSS) was developed. To analyze the working mechanism of the double rhombic active strut and its feasibility in structural active control, its geometric deformation model was established, and the design formula was derived. The experiments and numerical simulations were conducted on a scaled model of the DRSABSS under different load cases. A control strategy that minimizes displacement considering control accuracy and sensitivity was proposed based on a genetic algorithm (GA). The test and simulation results showed that the initial angle of the double rhombic active strut was a crucial factor in determining its control function, and the accuracy of its design formula was verified. Additionally, the structural responses were significantly reduced after active control, and the double rhombic active struts can improve the structural control accuracy and sensitivity simultaneously, and the flexible switching of control modes under different requirements in real-time can be achieved. The test results were in good agreement with the simulation results. The rhombic amplification mechanism of DRSABSS proposed in this paper provides a new approach to improve the control accuracy and sensitivity of adaptive structures, and it can be applicable to the control requirements under different loads.
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双菱形支杆自适应梁弦结构的控制精度和灵敏度
传统自适应梁串结构(ABSS)中的主动支柱的控制精度和灵敏度对满足不同工作状态下的控制要求提出了巨大挑战,这将严重限制其对各种外部环境的适应性。为解决这一问题,我们开发了一种双菱形主动支柱自适应梁串结构(DRSABSS)。为了分析双菱形主动支柱的工作机理及其在结构主动控制中的可行性,建立了其几何变形模型,并推导出设计公式。在不同载荷情况下,对 DRSABSS 的比例模型进行了实验和数值模拟。基于遗传算法(GA),提出了一种兼顾控制精度和灵敏度的位移最小化控制策略。试验和模拟结果表明,双菱形主动支撑的初始角度是决定其控制功能的关键因素,其设计公式的准确性也得到了验证。此外,主动控制后结构响应明显降低,双菱形主动支撑可同时提高结构控制精度和灵敏度,并可实现不同要求下控制模式的实时灵活切换。试验结果与仿真结果吻合良好。本文提出的 DRSABSS 的菱形放大机制为提高自适应结构的控制精度和灵敏度提供了一种新方法,可适用于不同载荷下的控制要求。
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来源期刊
Journal of Constructional Steel Research
Journal of Constructional Steel Research 工程技术-工程:土木
CiteScore
7.90
自引率
19.50%
发文量
550
审稿时长
46 days
期刊介绍: The Journal of Constructional Steel Research provides an international forum for the presentation and discussion of the latest developments in structural steel research and their applications. It is aimed not only at researchers but also at those likely to be most affected by research results, i.e. designers and fabricators. Original papers of a high standard dealing with all aspects of steel research including theoretical and experimental research on elements, assemblages, connection and material properties are considered for publication.
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