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三维空间中运行的非线性悬臂梁的振动控制。

Vibration control of a nonlinear cantilever beam operating in the 3D space.

作者信息

Pham Phuong-Tung, Nguyen Quoc Chi, Yoon Mahnjung, Hong Keum-Shik

机构信息

Department of Mechatronics, Faculty of Mechanical Engineering, Ho Chi Minh City University of Technology (HCMUT), VNU-HCM, Ho Chi Minh City, Vietnam.

School of Mechanical Engineering, Pusan National University, Busan, 46241, South Korea.

出版信息

Sci Rep. 2022 Aug 15;12(1):13811. doi: 10.1038/s41598-022-16973-y.

DOI:10.1038/s41598-022-16973-y
PMID:35970872
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC9378727/
Abstract

This paper addresses a control problem of a nonlinear cantilever beam with translating base in the three-dimensional space, wherein the coupled nonlinear dynamics of the transverse, lateral, and longitudinal vibrations of the beam and the base's motions are considered. The control scheme employs two control inputs applied to the beam's base to control the base's position while simultaneously suppressing the beam's transverse, lateral, and longitudinal vibrations. According to the Hamilton principle, a hybrid model describing the nonlinear coupling dynamics of the beam and the base is established: This model consists of three partial differential equations representing the beam's dynamics and two ordinary differential equations representing the base's dynamics. Subsequently, the control laws are designed to move the base to the desired position and attenuate the beam's vibrations in all three directions. The asymptotic stability of the closed-loop system is proven via the Lyapunov method. Finally, the effectiveness of the designed control scheme is illustrated via the simulation results.

摘要

本文研究了三维空间中具有平移基座的非线性悬臂梁的控制问题,其中考虑了梁的横向、侧向和纵向振动以及基座运动的耦合非线性动力学。控制方案采用施加到梁基座的两个控制输入来控制基座的位置,同时抑制梁的横向、侧向和纵向振动。根据哈密顿原理,建立了一个描述梁和基座非线性耦合动力学的混合模型:该模型由表示梁动力学的三个偏微分方程和表示基座动力学的两个常微分方程组成。随后,设计控制律以使基座移动到期望位置并衰减梁在所有三个方向上的振动。通过李雅普诺夫方法证明了闭环系统的渐近稳定性。最后,通过仿真结果说明了所设计控制方案的有效性。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/aeb5/9378727/b5f101097441/41598_2022_16973_Fig7_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/aeb5/9378727/7ef5b7c10f0e/41598_2022_16973_Fig1_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/aeb5/9378727/771d96009eae/41598_2022_16973_Fig2_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/aeb5/9378727/3dccbc56aeea/41598_2022_16973_Fig3_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/aeb5/9378727/65e40fb4a632/41598_2022_16973_Fig4_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/aeb5/9378727/e5261a8e9ef8/41598_2022_16973_Fig5_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/aeb5/9378727/66f71fe398de/41598_2022_16973_Fig6_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/aeb5/9378727/b5f101097441/41598_2022_16973_Fig7_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/aeb5/9378727/7ef5b7c10f0e/41598_2022_16973_Fig1_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/aeb5/9378727/771d96009eae/41598_2022_16973_Fig2_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/aeb5/9378727/3dccbc56aeea/41598_2022_16973_Fig3_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/aeb5/9378727/65e40fb4a632/41598_2022_16973_Fig4_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/aeb5/9378727/e5261a8e9ef8/41598_2022_16973_Fig5_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/aeb5/9378727/66f71fe398de/41598_2022_16973_Fig6_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/aeb5/9378727/b5f101097441/41598_2022_16973_Fig7_HTML.jpg

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本文引用的文献

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Static and dynamic analyses of free-hinged-hinged-hinged-free beam in non-homogeneous gravitational field: application to gravity gradiometry.非均匀引力场中自由铰支-铰支-铰支-自由梁的静态和动态分析:在重力梯度测量中的应用
Sci Rep. 2022 May 4;12(1):7215. doi: 10.1038/s41598-022-11232-6.
2
Nanoscale cutting using self-excited microcantilever.使用自激微悬臂梁的纳米级切割
Sci Rep. 2022 Jan 12;12(1):618. doi: 10.1038/s41598-021-04085-y.
3
A vibrating beam MEMS accelerometer for gravity and seismic measurements.一种用于重力和地震测量的振动梁微机电系统加速度计。
Sci Rep. 2020 Jun 26;10(1):10415. doi: 10.1038/s41598-020-67046-x.
4
Microcantilever Actuation by Laser Induced Photoacoustic Waves.激光诱导光声波驱动微悬臂梁
Sci Rep. 2016 Jan 27;6:19935. doi: 10.1038/srep19935.