journal article·2026-05-26Open access

Impact of Fastener Failure and Support Block Hanging Void on the Dynamic Characteristics of the Vehicle–Track Coupled System in Low Vibration Track in Curved Section of Heavy-Haul Railway

Marui Han, Zhiping Zeng, Zijie Li, Peicheng Li, Guangzhao Peng, Weidong Wang, Abdulmumin Ahmed Shuaibu

Applied Sciences· Volume 16· Issue 11

Abstract

The wheel–rail impact effect is prominent in the low vibration track (LVT) in the curved sections of heavy-haul railways, where fastener failure and the support block hanging void are prone to occurring. To investigate the impact of these issues on the dynamic characteristics of the vehicle–track coupled system, this study establishes a coupled dynamics model of a heavy-haul train and LVT, taking into account the topological relationships of vehicle components, multipoint wheel–rail contact, and track irregularities. Comparative analyses are conducted to evaluate the effects of the location, quantity, and failure degree of fastener failure and support block hanging voids on running safety and stability. The results show that (1) compared to the normal condition, fastener failure and support block hanging voids lead to varying degrees of increases in response indicators, thereby intensifying the wheel–rail impact; (2) bilateral failure exhibits more pronounced dynamic responses than unilateral failure, and when the number of failed fasteners or hanging voids exceeds one, the maximum wheel load reduction rate increases significantly; (3) as the gap of the hanging void increases, the dynamic response also increases, and when the gap reaches approximately 3 mm, the support block can be considered fully suspended; and (4) comprehensive analysis indicates that fastener failure poses a greater threat to running safety than support block hanging voids and thus warrants greater attention in practical engineering applications. This study provides theoretical support for the maintenance and repair of heavy-haul railways.
Source: crossref · Quality: baseline

Research context

OpenAlex topics: Railway Engineering and Dynamics · Railway Systems and Energy Efficiency · Transport and Economic Policies

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

School of Civil Engineering, Central South University, Changsha 410075, China

Department of Structural Engineering and Building Materials, Ghent University, 9000 Ghent, Belgium

MOE Key Laboratory of Engineering Structures of Heavy Haul Railway (Central South University), Changsha 410075, China

Soete Laboratory, Department of Electrical Energy, Metals, Mechanical Constructions and Systems, Faculty of Engineering and Architecture, Ghent University, 9000 Ghent, Belgium

Department of Civil Engineering, Faculty of Engineering, Ahmadu Bello University, Zaria 800242, Nigeria

Funding

Central Universities of Central South University · National Natural Science Foundation of China · China State Railway Group Co., Ltd.

References (51)

Show source-provided references
1. Research on Development Trend of Track Technology for Heavy Haul Railways
2. Dynamic interaction between heavy-haul train and track structure due to increasing axle load10.1080/13287982.2017.1363126 ↗
3. Heavy-haul transportation technology of world railways
4. China Railway Corporation (2013). Guiding Opinions on Optimization of Railway Engineering Design Measures (No. 103), China Railway Corporation.
5. Chen, J. (2015). Research on Unsupported Bearing Block Effect and Regulation of Low Vibration Track. [Master’s Thesis, Southwest Jiaotong University].
6. Liu, A. (2021). Analysis of Curve Dynamic Response and Research of Rail Profile Evolution of Mixed Passenger and Freight Railway with Speed 200 km/h and Above. [Master’s Thesis, Beijing Jiaotong University].
7. Dynamic Response of High-speed Railway Ballastless Track-Subgrade and Disease Analysis
8. Wei, S. (2021). Analysis on Influence of Geometric Parameters and Operation Parameters of Curve Line on Rail Wear of Heavy Haul Railway. [Master’s Thesis, Lanzhou Jiaotong University].
9. Study on the Minimum Curve Radius of Heavy Haul Railway
10. Dynamic Analysis of Minimum Curve Radius on Heavy Haul Railway
11. Damage characteristics and mechanical properties of CRTS III track structure in curved sections under longitudinal uneven subgrade settlement10.1016/j.engfailanal.2024.108607 ↗
12. Study on Rail Corrugation of Steel Spring Floating Slab Track on Subway with Small Radius Curve Track
13. Superelevation modification for the small-radius curve of Shen-shuo railway under mixed traffic of passenger and freight trains
14. Investigating the effect of under-block rubber pad damping on the vibrational elastic support block ballastless track: An energy dissipation perspective10.1016/j.apm.2025.116285 ↗
15. Zeng, Z., Peng, G., Guo, W., Huang, X., Wang, W., Hu, J., Li, S., Shuaibu, A.A., Yuan, Y., and Du, X. (2021). Research on mechanical performance of improved low vibration track and its feasibility analysis for heavy-haul railway applications. Appl. Sci., 11.10.3390/app112110232 ↗
16. Experimental investigation on the vibration reduction characteristics of an optimized heavy-haul railway low-vibration track10.1155/2019/1539564 ↗
17. Statics performance of heavy-haul railway low-vibration track (LVT) under varying loading condition with the finite element method10.1177/00368504211036330 ↗
18. Experimental study on mechanical properties of heavy-haul low-vibration track under train static load10.1177/0036850420927249 ↗
19. Zeng, Z.P., Xiao, Y.C., Wang, W.D., Huang, X.D., Du, X.G., Liu, L.L., Victor, J.E., Xie, Z.L., Yuan, Y., and Wang, J.D. (2021). The influence of track structure parameters on the dynamic response sensitivity of heavy haul train-LVT system. Appl. Sci., 11.10.3390/app112411830 ↗
20. Structure Selection and Technique Study on Ballastless Track for Heavy Haul Railway Tunnel
21. Structural Optimization of Elastic Supported Block Ballastless Track in Heavy-Haul Railway Tunnels
22. Numerical study on ratcheting performance of heavy haul rail flash-butt welds in curved tracks10.1016/j.engfailanal.2022.106611 ↗
23. Fatigue analysis of 75 kg/m-12 heavy-haul railway frog based on finite element simulation10.1016/j.engfailanal.2020.104799 ↗
24. Role of microstructure and crystallographic orientation in fatigue crack failure analysis of a heavy haul railway rail10.1016/j.engfailanal.2018.10.022 ↗
25. Analysis of damage causes of support blocks in low vibration track
26. Non-linear influences of track dynamic irregularities on vertical leveling loss of heavy-haul railway track geometry under cyclic loadings10.1515/nleng-2024-0011 ↗
27. Zhang, H. (2018). Analysis and Study on Service Performance of 120 km/h Truck Bogie. [Master’s Thesis, Beijing Jiaotong University].
28. Kraśkiewicz, C., Urbaniak, M., and Piotrowski, A. (2025). Experimental Study on the Elastic Support in a Discrete Rail Fastening System Used in Ballastless Tram Track Structures. Materials, 18.10.3390/ma18010141 ↗
29. Calculation method for wheel-rail multi-point contact considering deformation coordination of contact patches
30. A simplified model of wheel/rail contact mechanics for non-Hertzian problems and its application in rail vehicle dynamic simulations10.1080/00423110701586444 ↗
31. (2014). PSD of Ballastless Track Irregularities of High-Speed Railway (Standard No. TB/T 3352-2014).
32. Irregularity spectrum of ballastless track in high-speed railway
33. Progress in the Research on the Railway Track Irregularity Power Spectral Density
34. Comparison and Reflection on Track Irregularities PSD in Domestic and Foreign High Speed Railways
35. Investigation of track geometry defects on a heavy-haul railway line10.1061/JTEPBS.0000571 ↗
36. Yang, J. (2022). Analysis and Assessment Methods of Track Irregularities for Heavy-hual/High-speed Railways. [Doctoral Dissertation, Beijing Jiaotong University].
37. Study on axle load-speed matching relationship of heavy-haul trains
38. Yang, C. (2013). Study on Axle Load-Speed Matching Relationship of Heavy-Haul Trains. [Master’s Thesis, Southwest Jiaotong University].
39. (2019). Code for Dynamic Performance Evaluation and Test Verification of Railway Vehicles (Standard No. GB/T 5599-2019).
40. (2019). Code for Maintenance of Conventional Railway Track (Standard No. TG/GW 102-2019).
41. Dai, X. (2018). Integration of Three-Dimensional Detection System and Recognition Algorithm for Fastener Defects in High-Speed Railway. [Doctoral Dissertation, Southwest Jiaotong University].
42. Liu, J. (2022). Research on Railway Fastener Defect Detection Method Based on Visual Image Processing. [Doctoral Dissertation, Hunan University].
43. General analytical calculation method of mapping relationship between foundation and rail deformation for high-speed railway10.1016/j.apm.2025.116268 ↗
44. Influence of support block hanging void on vertical rail displacement in tunnels
45. Han, M., Zeng, Z., Li, Q., Li, P., Wei, W., Wang, W., and Shuaibu, A.A. (2025). Study on the Mechanical Properties of Door-Shaped Rebar of a CRTS III Slab Track Under Temperature Load. Materials, 18.10.3390/ma18071612 ↗
46. Train-induced vibration response reconstruction for bridge damage detection with a deep learning methodology10.1016/j.istruc.2024.106496 ↗
47. An approach of on-board multistage health monitoring for heavy haul railway bridge using bogie acceleration10.1016/j.istruc.2023.105323 ↗
48. Experimental and numerical testing of prototypical under ballast mats (UBMs) produced from deconstructed tires—The effect of mat thickness10.1016/j.conbuildmat.2023.130559 ↗
49. Kraśkiewicz, C., Zbiciak, A., Wasilewski, K., and Al Sabouni-Zawadzka, A. (2021). Laboratory Tests and Analyses of the Level of Vibration Suppression of Prototype under Ballast Mats (UBM) in the Ballasted Track Systems. Materials, 14.10.3390/ma14020313 ↗
50. Study on vertical action mechanism and influence of the limiting boss in vibration isolation pad floating slab track10.1016/j.engfailanal.2024.109221 ↗
51. An accurate method for fast assessment of under slab mats (USM) performance in ballastless track structures10.1016/j.conbuildmat.2021.123953 ↗