A semi-Markov process based digital twin for safety evaluation of cable-stayed bridges with cable corrosion

IF 9.9 1区 工程技术 Q1 COMPUTER SCIENCE, ARTIFICIAL INTELLIGENCE Advanced Engineering Informatics Pub Date : 2025-05-01 Epub Date: 2025-03-21 DOI:10.1016/j.aei.2025.103270
Xin-Yu Guo , Sheng-En Fang , Xinqun Zhu , Jianchun Li
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Abstract

The cables of a cable-stayed bridge are susceptible to structural degradation due to environmental corrosion and fatigue, which directly affects the safety and operational performance of the bridge. As the process of the degradation in practice is very slow, it is difficult to be monitored during the bridge service life. Hence, this study aims to develop a novel semi-Markov process based digital twin (DT) framework for safety evaluation of cable-stayed bridges considering cable corrosion. The framework encompasses a physical twin layer, a DT layer and the information interaction medium. The physical twin layer mainly comprises the bridge physical entity and its associated monitoring system that provides a variety of perceptual data for DT modeling. In the DT layer, the DT model acts as a virtual counterpart of the physical bridge for mirroring and forecasting the bridge’s mechanical behaviors. The information interaction medium plays a crucial role in the bidirectional information communication between the physical and digital twin layers. Two types of information interaction media have been utilized including a cable force influence matrix and a semi-Markov process. The former enables updating the DT model to precisely match the data measured from the physical bridge. Meanwhile, the semi-Markov process depicts the probability of the bridge’s condition considering the cable corrosion during the different service periods. The proposed procedure can predict the bridge state and evaluate the safety by comparing the predicted state with the monitored values. The proposed framework has been successfully validated on a real-world cable-stayed bridge. The results showed the proposed DT framework was reliable and effective for evaluating the bridge condition.
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基于半马尔可夫过程的斜拉桥腐蚀安全评价数字孪生
斜拉桥的缆索易因环境腐蚀和疲劳而发生结构退化,直接影响桥梁的安全和使用性能。由于在实际使用中,桥梁的退化过程非常缓慢,因此在桥梁使用寿命期间很难进行监测。因此,本研究旨在开发一种新的基于半马尔可夫过程的数字孪生(DT)框架,用于考虑电缆腐蚀的斜拉桥安全评估。该框架包括物理孪生层、DT层和信息交互介质。物理孪生层主要包括桥梁物理实体及其相关的监测系统,为DT建模提供各种感知数据。在DT层,DT模型充当物理桥梁的虚拟对应物,用于镜像和预测桥梁的力学行为。信息交互介质在物理层和数字层之间的双向信息通信中起着至关重要的作用。使用了两种类型的信息交互媒介,包括索力影响矩阵和半马尔可夫过程。前者可以更新DT模型,以精确匹配物理桥的测量数据。同时,半马尔可夫过程描述了考虑电缆在不同使用周期内腐蚀的桥梁状态的概率。该方法可以预测桥梁的状态,并通过将预测状态与监测值进行比较来评估桥梁的安全性。该框架已在实际斜拉桥上成功验证。结果表明,所提出的DT框架是一种可靠、有效的桥梁状态评估方法。
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来源期刊
Advanced Engineering Informatics
Advanced Engineering Informatics 工程技术-工程:综合
CiteScore
12.40
自引率
18.20%
发文量
292
审稿时长
45 days
期刊介绍: Advanced Engineering Informatics is an international Journal that solicits research papers with an emphasis on 'knowledge' and 'engineering applications'. The Journal seeks original papers that report progress in applying methods of engineering informatics. These papers should have engineering relevance and help provide a scientific base for more reliable, spontaneous, and creative engineering decision-making. Additionally, papers should demonstrate the science of supporting knowledge-intensive engineering tasks and validate the generality, power, and scalability of new methods through rigorous evaluation, preferably both qualitatively and quantitatively. Abstracting and indexing for Advanced Engineering Informatics include Science Citation Index Expanded, Scopus and INSPEC.
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