China Safety Science Journal ›› 2026, Vol. 36 ›› Issue (2): 66-76.doi: 10.16265/j.cnki.issn1003-3033.2026.02.0105

• Safety Technology and Engineering • Previous Articles     Next Articles

Online monitoring of shaft structure performance driven by digital twins

JIA Xiaofen1(), ZHAO Yuchen2, ZHAO Baiting2, HU Rui3, LIANG Zhenhuan3   

  1. 1 State Key Laboratory of Digital Intelligent Technology for Unmanned Coal Mining, Anhui University of Science and Technology, Huainan Anhui 232001, China
    2 School of Electrical and Information Engineering, Anhui University of Science and Technology, Huainan Anhui 232001, China
    3 School of Artificial Intelligence, Anhui University of Science and Technology, Huainan Anhui 232001, China
  • Received:2025-09-21 Revised:2025-12-04 Online:2026-02-28 Published:2026-08-28

Abstract:

To address the current issues of low intelligence level in coal mine working faces and insufficient research on the performance monitoring of shaft structures, a digital twin-based performance monitoring method for vertical shafts is proposed. Firstly, a five-dimensional framework for the digital twin of vertical shafts is proposed based on the operational mechanism and performance monitoring requirements of the shafts. Secondly, a digital twin of the shaft is established by combining virtual-real mapping technology with a finite element surrogate model for grid dimensionality reduction. The structural performance of the vertical shaft is predicted online through artificial neural network technology, where the predicted data is the real-time prediction of shaft structure performance data obtained during the shaft operation process using a shaft structure performance prediction model. The prediction model for the structural performance of the vertical shaft adopts the RBF surrogate model, and the Unity3D virtual engine platform is built to integrate the above functions and achieve online prediction of the structure performance of the vertical shaft. The results indicate that during the operation, by simulating 120 sets of stress and strain data under different working conditions, the average coefficient of determination between predicted and simulated values is 0.995 5, indicating a high correlation between the predicted strain and simulated strain, thus verifying the feasibility of the digital twin framework for vertical shafts. This provides an effective reference for the digital improvement of vertical shafts.

Key words: digital twin, shaft, structure performance monitoring, grid dimensionality reduction, surrogate model, radial basis function(RBF)

CLC Number: