Video-based evaluation of bolt loosening in steel bridges using multi-frame spatiotemporal feature correlation
Bolt loosening in steel bridges poses critical safety risks. This paper proposes a multi-view spatiotemporal framework to assess bolt loosening. First, YOLO detects gusset plates and bolts, with spatiotemporal correlation model extracting region-specific bolt video clips. An enhanced UNet architecture quantifies bolt shadow areas as loosening indicators. To address single-frame feature limitations, phase correlation aligns multi-frame shadow regions, deriving enriched multi-perspective features. Finally, features are normalized within each gusset plate region, enabling probabilistic neural network to determine loosening severity. The framework was validated via a steel bridge semi-physical model under diverse conditions (imaging distances, backgrounds, illumination). Results confirm its reliability in delivering robust evaluations despite environmental variability. • YOLO-driven bolt detection extracted region-specific clips via spatiotemporal modeling. • Multi-scale UNet leveraged shadow areas to quantify loosening. • Phase-correlation operations amplified bolt feature richness. • Normalized gusset plate features enabled accurate PNN evaluation.
Authors
- Yilin Wu (ORCID: https://orcid.org/0000-0002-3549-6259)
- Tao Wu (ORCID: https://orcid.org/0000-0002-0291-6595)
- Weigang Zhao (ORCID: https://orcid.org/0000-0002-1907-8225)
Institutions
- Shijiazhuang Tiedao University (CN)
Publication Details
- Journal
- Automation in Construction
- Published
- 2025-04-09
- DOI
- https://doi.org/10.1016/j.autcon.2025.106173
- Citations
- 2
- Primary Topic
- Infrastructure Maintenance and Monitoring
- Type
- article
- Field-Weighted Citation Impact
- 1.91