• CN: 11-2187/TH
  • ISSN: 0577-6686

Journal of Mechanical Engineering ›› 2026, Vol. 62 ›› Issue (4): 328-341.doi: 10.3901/JME.260129

Previous Articles    

Digital Twin Construction for Structural Damage Identification

YANG Liangliang1,2, GONG Zhuangzhuang1,2, HE Xiwang1,2, WANG Muchen1,2, MIN Qiang3, KAN Ziyun1,2, SONG Xueguan1,2   

  1. 1. School of Mechanical Engineering, Dalian University of Technology, Dalian 116024;
    2. State Key Laboratory of High-performance Precision Manufacturing, Dalian University of Technology, Dalian 116024;
    3. National Key Laboratory of Digital and Agile Aircraft Design, Chengdu 610031
  • Received:2025-02-16 Revised:2025-08-30 Published:2026-04-02

Abstract: Damage is the main form of structural failure, and how to quickly and accurately identify damage can effectively avoid failure and fault caused by damages, which is one of the key issues in structural health monitoring. In this study, to improve the accuracy of structural damage identification and achieve rapid damage identification, a digital twin(DT) construction method for structural damage identification is proposed by integrating mode information from mechanism model with sensor measurement data. First, taking the simplified cantilever beam with variable cross-section as an example, an DT mechanism model is built based on structural geometric dimensions, material properties, and so on. The natural frequencies of the health structure are quickly obtained using the Euler-Bernoulli theory. Subsequently, the sensor sampling frequency is set based on the calculated natural frequencies, and the monitored data is decomposed, filtered, and transformed to extract damage features. The most sensitive crack parameter type to damage features is obtained, and the crack length and position are identified by combining the damage features. Then, the feasibility of the mechanism model, damage feature extraction, and damage prediction model is verified through numerical cases. The results illustrate that the proposed method can effectively improve the accuracy of crack identification and quickly identify crack location. Finally, an DT is constructed based on sensor data to identify structural damage in the digital space, which further demonstrates the effectiveness of the proposed digital model for structural damage identification. This study not only provides new method and solution for structural damage identification, but also offers a new reference and guidance for predictive maintenance based on DTs.

Key words: digital twin, damage identification, structure damage, structural health monitoring, predictive maintenance

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