Experimental Study and Numerical Analysis of Structural Performance of CRTS II Slab Track under Extreme High Temperature
A ballastless track is susceptible to damage and even failure of structural components under the long-term effects of extremely high temperatures. In this paper, considering the influence of different constraint boundaries, a 1 : 4 scaled model of a ballastless track-bridge structural system was pro...
Main Authors: | Anxiang Song, Guowen Yao, Xuanrui Yu, Yuerui Wang, Yifei Wu |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2022-01-01
|
Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2022/2182643 |
Similar Items
-
Study on Temperature Force Control Mechanism of CRTSⅡ Slab Track: Control Conditions of Temperature Cracking
by: Long Chen, et al.
Published: (2022-01-01) -
Numerical Investigation of Interlaminar Stress of CRTS II Slab Ballastless Track Induced by Creep and Shrinkage of Concrete
by: Zhihui Zheng, et al.
Published: (2022-03-01) -
Influence of Reflective Coating on Temperature Field and Temperature Effect of CRTS III Slab Ballastless Tracks on Bridges
by: Li Song, et al.
Published: (2023-08-01) -
Temperature field test and prediction using a GA-BP neural network for CRTS II slab tracks
by: Dan Liu, et al.
Published: (2023-07-01) -
Influence of temperature gradient of slab track on the dynamic responses of the train-CRTS III slab track on subgrade nonlinear coupled system
by: Qingyuan Xu, et al.
Published: (2022-08-01)