基于强化学习的自适应压电超材料的变频振动衰减

IF 7.6 1区 工程技术 Q1 ENGINEERING, CIVIL Engineering Structures Pub Date : 2025-06-01 Epub Date: 2025-03-07 DOI:10.1016/j.engstruct.2025.120013
Wangpeng Huang , Wei Tang , Zhenwei Chen , Lihua Tang , Chong Chen , Longfei Hou
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引用次数: 0

摘要

复杂的环境和变频激励要求弹性超材料具有自适应减振能力。本文介绍了一种具有局部谐振单元的人工智能自适应超材料,每个单元包括一个压电传感器、一个压控合成电感器和一个数字控制电路。为了克服压电元件等效电容不确定变化引起的频率失调,提出了一种基于学习的带隙调谐策略,以适应外部变化。具体而言,针对超材料调优任务定制了双延迟深度确定性策略梯度(TD3)代理,并在此基础上构建了数据驱动仿真环境。随后,对智能体进行离线训练,探索最优的统一控制策略。为了补偿压电谐振单元之间的电性差异,定制了双级策略来部署学习策略。实验结果证实,该方法使超材料梁在变频环境下实现了减振特性的最优调谐。
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Reinforcement-learning empowered adaptive piezoelectric metamaterial for variable-frequency vibration attenuation
The complex environmental and variable-frequency excitation necessitate the adaptive capabilities of elastic metamaterials in vibration attenuation applications. This paper introduces an AI-empowered adaptive metamaterial featuring locally resonant units with each comprising a piezoelectric transducer, a voltage-controlled synthetic inductor and a digital control circuit. To overcome the frequency misalignment caused by uncertain variations in the equivalent capacitance of piezoelectric elements, a learning-based strategy is proposed for bandgap tuning to adapt to external changes. Specifically, a Twin Delayed Deep Deterministic policy gradient (TD3) agent is customized for the metamaterial tuning task, and a data-driven simulation environment is constructed based on it. Subsequently, the agent is trained offline to explore the optimal unified control strategy. To compensate for electrical differences among piezoelectric resonate units, a dual-stage strategy is tailored to deploy the learned policy. Experimental results confirm that the proposed method endows the metamaterial beam to achieve the optimal tuning of the vibration attenuation characteristics in the variable-frequency environment.
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
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.
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