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On-line Access: 2025-09-19

Received: 2024-10-16

Revision Accepted: 2025-04-17

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Journal of Zhejiang University SCIENCE A

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Study of finite element model updating methodology and application to flexible resonance of high-speed railway vehicles


Author(s):  Chao CHANG1, 2, 3, Liang LING2, Xiaoyi MA1, Fansong LI2, Tao LIU3, Wanming ZHAI2

Affiliation(s):  1School of Mechatronics and Vehicle Engineering, East China Jiaotong University, Nanchang 330013, China; more

Corresponding email(s):  Liang LING, liangling@swjtu.edu.c

Key Words:  High-speed train; Carbody flexible resonance; Finite element; Model updating; Modal frequency.


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Chao CHANG1,2,3, Liang LING2, Xiaoyi MA1, Fansong LI2, Tao LIU3, Wanming ZHAI2. Study of finite element model updating methodology and application to flexible resonance of high-speed railway vehicles[J]. Journal of Zhejiang University Science A,in press.Frontiers of Information Technology & Electronic Engineering,in press.https://doi.org/10.1631/jzus.A2400478

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year="in press",
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doi="https://doi.org/10.1631/jzus.A2400478"
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Abstract: 
The flexible resonance phenomenon of a carbody greatly affects the stability and safety of high-speed trains. Therefore, an accurate finite element (FE) model is crucial for establishing a rigid-flexible multi-body dynamics model and revealing the flexible resonance mechanism of high-speed trains. In this paper, we introduce an effective calibration and validation methodology for a carbody FE model of high-speed trains based on experimental modal analysis (EMA). A detailed three-dimensional (3D) carbody FE model that considers practical constraints was developed, and the carbody material parameters were optimized using a genetic algorithm (GA). Based on the updated model, a high-speed railway vehicle-track rigid-flexible coupled dynamics model was established. Results showed excellent agreement between the numerical simulations and field measurements. The proposed method was able to accurately reproduce the carbody flexible resonance phenomenon and elastic modal frequency observed on site.

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