Multi-task Framework for Vibration-Based Structural Damage Detection of Spatial Truss Structure Using Graph Learning

被引:0
|
作者
Dang, Viet-Hung [1 ]
Nguyen, Huan X. [2 ,3 ]
机构
[1] Natl Univ Civil Engn, Dept Struct Mech, Hanoi, Vietnam
[2] Middlesex Univ, Fac Sci & Technol, London Digital Twin Res Ctr, London, England
[3] Vietnam Natl Univ, Int Sch, Hanoi, Vietnam
关键词
Deep learning; Stochastic processes; Forecasting; Structural engineering; Numerical simulation; IDENTIFICATION; CLASSIFICATION;
D O I
10.1007/s42417-024-01325-z
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
PurposeThe spatial truss is a special type of structure in civil engineering with striking visualization, used for covering large spaces such as stadiums, commercial centers, and train stations. Due to its multi-component nature and large size, timely monitoring of its structural health is a tedious and challenging mission, for which using vibration signals measured from embedded sensors has shown promising results, reducing significant time and effort compared to manual methods. In order to exploit vibration data more effectively, this study explores a novelty data-driven approach that performs multiple structural damage detection tasks ranging from detecting damage, localizing damage, and quantifying damage severity.MethodsThe main steps of the proposed approach are: converting truss data, including geometrical information and vibration signal, into graph data, leveraging the graph attention network for spatial-temporal feature extraction, and elaborating a compound loss function for multi-task learning. The proposed approach's efficiency and efficacy are quantitatively demonstrated via four case studies with increasing levels of complexity.ResultsThe results show that the detection achieves more than 95% accuracy for both a 2D truss structure with 23 elements and a 3D dome truss with 120 bars, while around 90% detection accuracy is obtained for multi-damage scenarios in a 3D spatial double-grid truss with 581 bars. Furthermore, the high detection accuracy is reaffirmed with experimental data of an actual truss structure.ConclusionThe unique advantage of the proposed model over other counterparts is the ability to encode the geometrical configuration of the truss structure via the adjacency matrix. Therefore, it can be applied to various truss structures in a straightforward way with minor adjustments, given appropriate training data.
引用
收藏
页码:7763 / 7779
页数:17
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