Effects of joint stiffness degradation on vertical stability of CRTSII slab ballastless track
Author:
Publisher
Elsevier BV
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Reference24 articles.
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4. Advances in design theories of high-speed railway ballastless tracks;Liu;J. Mod. Transp.,2011
5. Study on the damage evolution of the joint and the arching deformation of CRTS-II ballastless slab track under complex temperature loading;Huang;Constr. Build. Mater.,2021
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1. Prediction of the Upwarp Buckling Critical Temperature Rise for Longitudinally Connected Slab Track Under Joint Damage State;International Journal of Structural Stability and Dynamics;2024-07-31
2. Damage and fracture investigation of self-compacting concrete in the filling layer of CRTS-III using three-point bending tests;Journal of Building Engineering;2024-07
3. A new elastic T-shape joint of longitudinally connected slab ballastless track structure for releasing thermal stress caused by non-uniform temperature loads;Construction and Building Materials;2024-02
4. Thermal response of the bridge supported longitudinal CRTS II slab track subject to diurnal temperature variation;Construction and Building Materials;2023-09
5. Effects of debonding repairment on interfacial damage and thermal deformation of CRTS II slab ballastless track;Construction and Building Materials;2023-07
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