Open AccessStatic Strain Analysis of CRTS I Bi-Block Ballastless Track
Author(s) -
Zhiping Zeng,
Mengxuan Ye,
Wang Wei-dong,
Wuji Guo,
Xiaobai Meng
Publication year - 2021
Publication title -
iop conference series. earth and environmental science
Language(s) - English
Resource type - Journals
eISSN - 1755-1307
pISSN - 1755-1315
DOI - 10.1088/1755-1315/719/3/032087
Subject(s) - crts , track (disk drive) , slab , structural engineering , ultimate tensile strength , compression (physics) , strain (injury) , tensile strain , materials science , finite element method , composite material , engineering , computer science , mechanical engineering , medicine , computer graphics (images)
In this paper, relying on the National Engineering Laboratory of High-Speed Railway Construction Technology, a full-scale model of the double-block ballastless track structure is established, and the strain analysis of the layered track structure under different static loads is carried out, which has a certain practical significance for the design and maintenance of the high-speed railway ballastless track in our country. Research conclusion: (1) Under the action of static load, the sleeper directly under the rail is under compression; the four corners of the sleeper are tensile strain; (2) The strain at each measuring point on the surface of the track slab around the sleeper is compressive strain; the edge of the top surface of the track slab is compressive strain; The longitudinal strain at the bottom of the side of the track slab is tensile strain; (3) Under static load, the longitudinal strain measurement point on the top surface of the base plate is tensile strain at a distance of two sleepers from the static load position; the longitudinal strain at the bottom of the side of the base plate is tensile strain.