TY - JOUR
T1 - Fourier neural operator-based data-driven method for predicting structural dynamic response
AU - Luo, Xuliang
AU - Yang, Laihao
AU - Nan, Changfeng
AU - Chen, Xuefeng
AU - Sun, Yu
N1 - Publisher Copyright:
© Published under licence by IOP Publishing Ltd.
PY - 2025
Y1 - 2025
N2 - Deep learning methods have made significant advancements in solving partial differential equations (PDEs), where physics-informed neural networks (PINN) are the most widely applied methods across various fields. However, for structural dynamic response prediction, employing PINN to solve the PDEs of structural dynamic models may result in poor accuracy and low training efficiency. To address these challenges, a novel method based on Fourier Neural Operator (FNO) for predicting structural dynamic responses is presented. Specifically, the FNO is harnessed to capture the main characteristics of the structural dynamic response in the frequency domain, achieving an accurate and efficient solution. Numerical experiments with a cantilever beam structure demonstrate that the proposed method can predict the structural response with high accuracy and low computational cost, effectively capturing the dynamic characteristics of the structure. The proposed method achieves a prediction error for both low-frequency and high-frequency responses that is one to two orders of magnitude lower than the PINN method. Additionally, its prediction time is six orders of magnitude faster than the Finite Element Method and four orders of magnitude faster than PINN.
AB - Deep learning methods have made significant advancements in solving partial differential equations (PDEs), where physics-informed neural networks (PINN) are the most widely applied methods across various fields. However, for structural dynamic response prediction, employing PINN to solve the PDEs of structural dynamic models may result in poor accuracy and low training efficiency. To address these challenges, a novel method based on Fourier Neural Operator (FNO) for predicting structural dynamic responses is presented. Specifically, the FNO is harnessed to capture the main characteristics of the structural dynamic response in the frequency domain, achieving an accurate and efficient solution. Numerical experiments with a cantilever beam structure demonstrate that the proposed method can predict the structural response with high accuracy and low computational cost, effectively capturing the dynamic characteristics of the structure. The proposed method achieves a prediction error for both low-frequency and high-frequency responses that is one to two orders of magnitude lower than the PINN method. Additionally, its prediction time is six orders of magnitude faster than the Finite Element Method and four orders of magnitude faster than PINN.
UR - https://www.scopus.com/pages/publications/105011031680
U2 - 10.1088/1742-6596/3041/1/012012
DO - 10.1088/1742-6596/3041/1/012012
M3 - 会议文章
AN - SCOPUS:105011031680
SN - 1742-6588
VL - 3041
JO - Journal of Physics: Conference Series
JF - Journal of Physics: Conference Series
IS - 1
M1 - 012012
T2 - 8th International Conference on Aeronautical, Aerospace and Mechanical Engineering, AAME 2025
Y2 - 28 March 2025 through 30 March 2025
ER -