Experimental study on test of wheel-rail impact based on iron plate strain of fastener system
The wheel-rail impact load can reach up to 3–4 times the normal wheel load, with two peaks including a high-frequency impact force (P₁) and a mid-frequency or quasi-static impact force (P₂). To effectively monitor the wheel-rail impact, this study utilizes strain gauges adhered to bottom of iron plates of fastener to measure rail-seat force, and conducts indoor static load and wheel-drop tests. A finite element model is established for verification and analysis. By analyzing the transmission law of the wheel-rail impact, a monitoring method through rail-seat force is proposed. The results reveal that the strain change of the iron plate in the static load test remains stable and exhibits a linear relationship with rail-seat force. Through a full-scale wheel-drop test, it demonstrates that rail-seat force can effectively monitor P₂ force of wheel-rail impact. Compared to traditional method of directly adhering strain gauges to rail, the method of adhering strain gauges to iron plate enabled wheel-rail impact invalid test sections measurement. The peak value of wheel-rail impact P₂ can be deduced from peak value of rail-seat force under different impact location, impact levels, and elastic pad stiffness. The proposed monitoring method of based on fastener iron plate strain offers a more efficient alternative for identifying wheel defects and rail defects.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/09500618
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Supplemental Notes:
- © 2024 Elsevier Ltd. All rights are reserved, including those for text and data mining, AI training, and similar technologies. Abstract reprinted with permission of Elsevier.
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Authors:
- Lan, Caihao
- Niu, Xinyu
- Zhu, Wenjin
- Yi, Haonan
- Li, Zhuohang
- Yang, Rongshan
- Publication Date: 2024-9-27
Language
- English
Media Info
- Media Type: Web
- Features: References;
- Pagination: 137804
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Serial:
- Construction and Building Materials
- Volume: 445
- Issue Number: 0
- Publisher: Elsevier
- ISSN: 0950-0618
- Serial URL: http://www.sciencedirect.com/science/journal/09500618?sdc=1
Subject/Index Terms
- TRT Terms: Ballastless track; Finite element method; Rail fasteners; Rolling contact; Strain gages; Tie plates
- Subject Areas: Maintenance and Preservation; Railroads;
Filing Info
- Accession Number: 01932145
- Record Type: Publication
- Files: TRIS
- Created Date: Sep 27 2024 1:48PM