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Author:

Liu, Zhansheng (Liu, Zhansheng.) | Shi, Guoliang (Shi, Guoliang.) | Liu, Yue (Liu, Yue.)

Indexed by:

EI Scopus SCIE

Abstract:

In the large cable structure, the cable as the main force component bears a large load. How to accurately analyze the influence of cable rupture on the structure and give reasonable maintenance measures has become the key to health monitoring of large cable structures. In this study, a cable truss structure (CTS) is taken as the research object, the model experiment is established, and the numerical analysis method of component failure mechanics is proposed. Firstly, the component failure and mechanical response acquisition mechanism are designed according to the CTS experimental model. The measured parameters are used as indicators to evaluate the simulation accuracy. In order to improve the accuracy of finite element simulation, a transient dynamic analysis method is proposed. Based on the simulation model and calculation method, the mechanical response analysis and parameter analysis of typical failure conditions are carried out. The most unfavorable failure mode is obtained, and the best maintenance measures for component failure are given. Considering the time correlation of component failure, a mechanical response prediction method based on convolutional neural network (CNN)- Bi long short-term memory (BiLSTM) optimized by improved particle swarm optimization (IPSO) is proposed. Combined with finite element simulation data samples and prediction methods, the mapping relationship between component failure and mechanical response is established. Finally, the continuous dynamic analysis of component failure is realized, and the most unfavorable failure path is obtained. The research results show that the accuracy of the established simulation model and calculation method is more than 95%. The improved deep learning prediction model significantly improves the prediction accuracy and efficiency, and the analysis error and time cost are reduced by 7.5% and 23.7%, respectively.

Keyword:

Algorithm improvement Cable rupture analysis Component failure Mechanical response Cable truss structure

Author Community:

  • [ 1 ] [Liu, Zhansheng]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, 100 Pingleyuan, Beijing 100124, Peoples R China
  • [ 2 ] [Shi, Guoliang]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, 100 Pingleyuan, Beijing 100124, Peoples R China
  • [ 3 ] [Liu, Yue]Univ Sci & Technol Beijing, Res Inst Urbanizat & Urban Safety, Sch Future Cities, Beijing 100083, Peoples R China

Reprint Author's Address:

  • [Liu, Yue]Univ Sci & Technol Beijing, Res Inst Urbanizat & Urban Safety, Sch Future Cities, Beijing 100083, Peoples R China

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Source :

ENGINEERING FAILURE ANALYSIS

ISSN: 1350-6307

Year: 2025

Volume: 174

4 . 0 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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