Effect of Interfacial Cracks of Mortar Layer of CRTSⅡ Slab Ballastless Track on Stress of Longitudinal Reinforcing Bars between Track Slabs

被引:0
|
作者
Li, Dongsheng [1 ]
Shi, Cheng [1 ]
机构
[1] Railway Engineering Research Institute, China Academy of Railway Sciences Corporation Limited, Beijing,100081, China
来源
关键词
414.3; Mortar; (Before; 1993; use code 412) - 433.1 Railroad Transportation; General - 535.1.2 Rolling Mill Practice - 681.1 Railway Plant and Structures; General - 951 Materials Science;
D O I
暂无
中图分类号
学科分类号
摘要
Mortar
引用
收藏
页码:22 / 27
相关论文
共 50 条
  • [41] Study on the effect of CRTS III ballastless track caused by angular settlement in transition section between bridge and subgrade
    Lou P.
    Huang G.
    Journal of Railway Science and Engineering, 2023, 20 (04) : 1292 - 1303
  • [42] Thermal deformation and interfacial separation of a CRTS II slab ballastless track multilayer structure used in high-speed railways based on meteorological data
    Song, Li
    Liu, Hubing
    Cui, Chenxing
    Yu, Zhiwu
    Li, Zhigang
    CONSTRUCTION AND BUILDING MATERIALS, 2020, 237
  • [43] Analysis on calculation of ballastless track composite slab temperature stresses in consideration of inter-layer adhesive effect
    Zhao, Lei
    Gao, Liang
    Xin, Tao
    Cai, Xiao-Pei
    Tiedao Xuebao/Journal of the China Railway Society, 2014, 36 (10): : 81 - 87
  • [44] Analysis of the initiation and propagation of fatigue cracks in the CRTS II slab track inter-layer using FE-SAFE and XFEM
    Xiao, Hong
    Zhang, Yan-rong
    Li, Qi-hang
    Jin, Feng
    Nadakatti, Mahantesh M.
    PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART F-JOURNAL OF RAIL AND RAPID TRANSIT, 2019, 233 (07) : 678 - 690
  • [45] Analysis of stress and deformation of slab ballastless track under effect of subgrade frost heaving-melting-settlement cycle
    Xiang J.
    Lin S.
    Yu C.
    Yuan C.
    Chen L.
    Yang H.
    Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2019, 50 (08): : 2043 - 2052
  • [46] Non-uniform variation characteristics of temperature field and corresponding thermal effect of longitudinal continuous slab ballastless track structure
    Xu, Q. Q.
    Liu, Y.
    Sun, X. D.
    Jiang, D. Y.
    Ji, Z. Y.
    Xu, Y.
    Arcos, R.
    Romeu, J.
    CASE STUDIES IN THERMAL ENGINEERING, 2024, 61
  • [47] The Effect of Interface Damage between Slab and Mortar Layer on the Dynamic Performances of Vehicle and Track Systems under the High Frequency Train Loads
    Xin, Xin
    Ren, Zunsong
    APPLIED SCIENCES-BASEL, 2022, 12 (09):
  • [48] Dynamic contact between CRTS II slab track and bridge due to time-dependent effect of bridge and its influence on train -track -bridge interaction
    Chen, Zhaowei
    ENGINEERING STRUCTURES, 2021, 234
  • [49] Assessment of the Simultaneous Use of Asphalt Concrete and Foam Concrete as a Full Cross-Section Layer in the Substructure of the China Railway Track System (CRTS) III Slab Ballastless Tracks
    Klomranok, Thanut
    Su, Qian
    TRANSPORTATION RESEARCH RECORD, 2024, 2678 (06) : 790 - 803
  • [50] The Effect of Layer Thickness on Stress Ratio and Fatigue Service Life of Plain Concrete Slab Track Structure
    Pasadena, Emeralda Insani Nuansa Singgasana Pelangi Jelita Dialiran Sungai
    Barasa, Willy
    Prabawa, Hanafi Isnanta
    Fiantika, Thiya
    Aspar, Wimpie Agoeng Noegroho
    Primadiyanti, Suci Putri
    Waseso, A. B.
    Piscesa, Bambang
    Purnomo, Dwi Agus
    INTERNATIONAL JOURNAL OF INTEGRATED ENGINEERING, 2023, 15 (09): : 184 - 191