Journal of Zhejiang University. Science A· 2024
Transfer relation between subgrade frost heave and slab track deformation and vehicle dynamic response in seasonally frozen ground
- 22citations
- 2024year
Short summary
Subgrade frost heave near a slab track joint transfers deformation with an amplitude ratio reaching 20%, and long-wave frost heave causes less track deformation than short-wave frost heave.
AI-generated from the title and abstract; the full text is not read.
Key points
- Frost heave near a slab track joint causes the largest track slab deformation, with an amplitude transfer ratio reaching 20%.
- Long-wave frost heave (10-30m) results in smaller track deformation and debonding compared to short-wave frost heave.
- Vehicle vertical acceleration is less affected by larger frost heave wavelengths.
- Maximum wheel-rail force occurs when the front bogie passes the frost heave peak, increasing with frost heave amplitude.
AI-generated from the title and abstract; the full text is not read.
Abstract
Subgrade frost heave in seasonally frozen ground can greatly influence the safety and smooth running of high-speed trains and the service performance of track structures. In this study, we used a static model to: (1) investigate track`-subgrade frost heave and develop a dynamic model of vehicle`-track`-subgrade frost heave; (2) explore the transfer relation between subgrade frost heave and track structure deformation; (3) examine the characteristics of interlayer debonding; (4) study the influence of subgrade frost heave on the dynamic response of vehicles in high-speed railways in seasonally frozen regions. A Fourier series was used to fit the frost heave waveform and simulate the behavior of subgrade uneven frost heave using data collected on-site. The results show: (i) The position of frost heave significantly affects the transfer of deformation to a slab track. The largest deformation of the track slab, with the amplitude transfer ratio reaching 20%, was recorded when the frost heave occurred near the joint of the base plate. (ii) At the same frost heave amplitude, long-wave frost heave causes smaller deformation and debonding of the track structure than short-wave frost heave. In the wavelength range of 10–30 m, the main frequency of the acceleration spectral density was concentrated between 3.5 and 3.7 Hz, with larger frost heave wavelengths producing smaller superposition on the vertical acceleration of the vehicle. (iii) The maximum wheel`-rail force occurs when the front bogie passes the frost heave peak, with greater frost heave amplitudes producing greater wheel`-rail force. From these results, we conclude there is a clear need to control the frost heave deformation of the track to reduce the dynamic response of the vehicle and in turn improve train operations.
The authors' abstract, as published at the source. Journal of Zhejiang University. Science A, 2024 · DOI ↗
Continue with a free account
Ask the paper: 3 free questions a day about this paper; save it, get its citation, new summaries every day for your field. Takeaways are Premium.
Continue free on the webSign in with Google or Apple; no card needed. You come back to this paper.
On your phone:
Field: General Engineering
General EngineeringEngineering