Numerical Investigation of Interlaminar Stress of CRTS II Slab Ballastless Track Induced by Creep and Shrinkage of Concrete
The secondary development of ABAQUS was carried out to calculate the shrinkage and creep of concrete, and a finite element model of the China Railway Track System (CRTS) II slab ballastless track was established. Then, the interlaminar stress of CRTS II slab ballastless track at different ages of th...
Main Authors: | Zhihui Zheng, Peng Liu, Zhiwu Yu, Yachuan Kuang, Lei Liu, Sasa He, Xiaoqiang Zhang, Qianghui Li, Wen Xu, Maofeng Lv |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2022-03-01
|
Series: | Materials |
Subjects: | |
Online Access: | https://www.mdpi.com/1996-1944/15/7/2480 |
Similar Items
-
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) -
Fatigue Performance of the CA Mortar Used in CRTS I Ballastless Slab Track under Simulated Servicing Condition
by: Yuchuan Shan, et al.
Published: (2018-11-01) -
Experimental study on the fatigue and freeze-thaw properties of geotextile isolation layer in CRTS III ballastless tracks
by: Xiaochun Liu, et al.
Published: (2023-07-01) -
Application Study on Fiber Optic Monitoring and Identification of CRTS-II-Slab Ballastless Track Debonding on Viaduct
by: Gaoran Guo, et al.
Published: (2021-07-01) -
Effects of Type and Content of Fibers, Water-to-Cement Ratio, and Cementitious Materials on the Shrinkage and Creep of Ultra-High Performance Concrete
by: Ying Chen, et al.
Published: (2022-05-01)