Sliding-Mode Vibration Control of Flexible Structures via Physics-Informed Neural Network-Based Modeling

This study establishes an integrated modeling and control framework for vibration suppression in large flexible structures. We propose a Physics-Informed Neural Network methodology that accurately identifies mass, damping, and stiffness parameters by incorporating dual physics-informed loss terms: equation of dynamics errors and natural frequency constraints. This approach enables high-fidelity dynamic modeling of complex flexible systems. Building upon this model, we design a terminal sliding mode control strategy with mathematically proven finite-time convergence through Lyapunov stability analysis. Numerical simulations confirm the controller’s performance, achieving rapid vibration attenuation with minimal settling time. Experimental validation using cantilever beam data demonstrates the practical efficacy of the proposed methodology under realistic conditions.

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Publication Details

Published
2025-05-23
DOI
https://doi.org/10.1109/icaisisas64483.2025.11051729
Citations
1
Primary Topic
Hydraulic and Pneumatic Systems
Type
article
Field-Weighted Citation Impact
0.71

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article

Sliding-Mode Vibration Control of Flexible Structures via Physics-Informed Neural Network-Based Modeling

Huan Liu, Xiangdong Liu, Donglin Xue, Yiduo Kan
1 citations
Hydraulic and Pneumatic Systems
0.71
article

Sliding-Mode Vibration Control of Flexible Structures via Physics-Informed Neural Network-Based Modeling

Huan Liu, Xiangdong Liu, Donglin Xue, Yiduo Kan
article en
1 citations

Abstract

This study establishes an integrated modeling and control framework for vibration suppression in large flexible structures. We propose a Physics-Informed Neural Network methodology that accurately identifies mass, damping, and stiffness parameters by incorporating dual physics-informed loss terms: equation of dynamics errors and natural frequency constraints. This approach enables high-fidelity dynamic modeling of complex flexible systems. Building upon this model, we design a terminal sliding mode control strategy with mathematically proven finite-time convergence through Lyapunov stability analysis. Numerical simulations confirm the controller’s performance, achieving rapid vibration attenuation with minimal settling time. Experimental validation using cantilever beam data demonstrates the practical efficacy of the proposed methodology under realistic conditions.

Beijing Institute of Technology (CN), China Aerospace Science and Technology Corporation (CN)
National Natural Science Foundation of China
Openalex Percentile: Top 30%
Hydraulic and Pneumatic Systems
0.71
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Sliding-Mode Vibration Control of Flexible Structures via Physics-Informed Neural Network-Based Modeling — Huan Liu, Xiangdong Liu, et al. · (2025) | TGRS Research Map | TGRS