98%
921
2 minutes
20
With the development of railway transportation and the advancement of deep learning, object detection algorithms are increasingly replacing manual inspection of track fasteners. However, current algorithms struggle with low accuracy in complex weather conditions or low-contrast backgrounds. To address this, we propose a track fastener defect detection algorithm based on YOLOv11 (You Only Look Once).First, we incorporate the DHSA (Dynamic-range Histogram Self-Attention) module into the backbone network of YOLOv11 to enhance noise robustness. Second, we introduce the BRA (Bi-Level Routing Attention) sparse attention mechanism into the neck network for improved efficiency. Finally, we add the PPA (Parallelized Patch-Aware Attention) module to the original neck network to enhance multi-scale feature extraction, specifically for small object detection.To validate the model, we created a dataset and conducted experiments. The experimental results show that YOLO-DRPA achieves a mAP@0.5 of 94.6% and a mAP@0.5:0.95 of 80.7%, marking improvements of 1.8% and 4.0% over YOLOv11n, respectively. The model also demonstrates competitive performance compared to other popular object detection algorithms, highlighting its potential to improve both detection accuracy and efficiency.
Download full-text PDF |
Source |
---|---|
http://www.ncbi.nlm.nih.gov/pmc/articles/PMC12307657 | PMC |
http://dx.doi.org/10.1038/s41598-025-13435-z | DOI Listing |
Sci Rep
July 2025
College of Engineering, Zhejiang Normal University, Yingbin Avenue, Jinhua, 321005, China.
With the development of railway transportation and the advancement of deep learning, object detection algorithms are increasingly replacing manual inspection of track fasteners. However, current algorithms struggle with low accuracy in complex weather conditions or low-contrast backgrounds. To address this, we propose a track fastener defect detection algorithm based on YOLOv11 (You Only Look Once).
View Article and Find Full Text PDFSci Rep
July 2025
Track Tec S.A., Katowice, Poland.
This paper presents a comparative analysis of the impact of individual elements of the W14 fastening system on clamping force. Clamping force in the context of railway fastening systems refers to the force that holds the rail firmly against the sleeper to ensure track stability and maintain proper rail alignment under dynamic loads. The results of laboratory tests carried out in accordance with the applicable European standards of the PN-EN 13,481 and PN-EN 13,146 series are described synthetically.
View Article and Find Full Text PDFMaterials (Basel)
April 2025
College of Urban Rail Transportation, Shanghai University of Engineering Science, Shanghai 201600, China.
This study develops a quantitative framework to assess performance degradation and damage evolution in CRTS I ballastless track slabs. Based on the impact-echo method, the internal void distribution characteristics of the new and old track slabs were obtained. The track slabs were sampled separately by drilling cores to verify the distribution of voids, and uniaxial compression tests were conducted simultaneously to quantify the attenuation of bearing capacity.
View Article and Find Full Text PDFSensors (Basel)
April 2025
College of Engineering, Zhejiang Normal University, Yingbin Avenue, Jinhua 321005, China.
With the development of the railway industry and the progression of deep learning technology, object detection algorithms have been gradually applied to track defect detection. To address the issues of low detection efficiency and inadequate accuracy, we developed an improved orbital defect detection algorithm utilizing the YOLO11 model. First, the conventional convolutional layers in the YOLO (You Only Look Once) 11backbone network were substituted with the SPD-Conv (Spatial Pyramid Dilation Convolution) module to enhance the model's detection performance on low-resolution images and small objects.
View Article and Find Full Text PDFThe safety and smoothness of high-speed train operations, particularly through bridge zones, are crucial for ensuring operational stability and comfort. Regions such as large-span continuous and simply supported girder bridges, specifically the beam joint regions and beam ends, pose significant challenges due to the dynamic interaction between trains, tracks, and bridges. This study develops a refined coupled model of the train-track-sleeper lifting device-bridge (TTSB) system to simulate the dynamic responses of trains passing through large-displacement sleeper-lifting device (LSD) zones.
View Article and Find Full Text PDF