• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 31 Issue 1
Jan.  2018
Turn off MathJax
Article Contents
Journal of Southwest Jiaotong University  > 2018  >  53(1): 38-45, 63.
ZHONG Yanglong, GAO Liang, HOU Bowen. Shear Behavior of Mortar Layer in Continuous Slab Track with Different Arrangement Schemes of Embedded Steel Bars[J]. Journal of Southwest Jiaotong University, 2018, 53(1): 38-45, 63. doi: 10.3969/j.issn.0258-2724.2018.01.005
Citation: ZHONG Yanglong, GAO Liang, HOU Bowen. Shear Behavior of Mortar Layer in Continuous Slab Track with Different Arrangement Schemes of Embedded Steel Bars[J]. Journal of Southwest Jiaotong University, 2018, 53(1): 38-45, 63. doi: 10.3969/j.issn.0258-2724.2018.01.005
shu

Shear Behavior of Mortar Layer in Continuous Slab Track with Different Arrangement Schemes of Embedded Steel Bars

doi: 10.3969/j.issn.0258-2724.2018.01.005
  • Received Date: 29 Sep 2016
  • Publish Date: 25 Feb 2018
    Abstract
  • In order to study the reasonable arrangement scheme of embedded steel bars under different temperatures, a three-dimensional finite element model of continuous slab track was established. In the model, a surface based cohesive zone model (SCZM) was introduced and utilized to simulate the complex interaction between track slab and mortar layer in the process of shear failure, which was bonding-debonding-contact. Nonlinear constraint characteristic of shearing steel bars were also considered. Based on the model validated by the results of longitudinal shear test of slab track, shear behaviors of CA mortar layer were analyzed particularly. The results show that embedded steel bars can significantly improve interlayer shear performance of slab track. The increasing extent of temperature when interlayer is cracking increases from 10.5℃ to 30℃.It is suggested that the 16+8+8 arrangement scheme of embedded steel bars could be used when the temperature rise less than 20℃, and 16+16+16+10+8 is also proposed when the temperature rise at 20~30℃, Over 30℃, other measures should be used.

     

    • FullText(HTML)
  • loading
    • References(20)
  • 王平, 徐浩, 陈嵘, 等.路基上CRTS Ⅱ型板式轨道裂纹影响分析[J].西南交通大学学报, 2012, 47(6):929-934. doi: 10.3969/j.issn.0258-2724.2012.06.004

    WANG Ping, XU Hao, CHEN Rong, et al. Effects analysis of cracking of CRTS Ⅱ slab track on subgrade[J]. Journal of Southwest Jiaotong University, 2012, 47(6):929-934. doi: 10.3969/j.issn.0258-2724.2012.06.004
    GAUTIER P E. Slab track:review of existing systems and optimization potentials including very high speed[J]. Construction and Building Materials, 2015, 92:9-15. doi: 10.1016/j.conbuildmat.2015.03.102
    谭社会.高温条件下CRTSⅡ型板式无砟轨道变形整治措施研究[J].铁道建筑, 2016(5):23-27. doi: 10.3969/j.issn.1003-1995.2016.05.06

    TAN Shehui. Study on deformation treatment measures for CRTS Ⅱ slab-type ballastless track in high temperature condition[J]. Railway Engineering, 2016(5):23-27. doi: 10.3969/j.issn.1003-1995.2016.05.06
    廖红建, 朱庆女, 昝月稳, 等.基于探地雷达的高铁无砟轨道结构层病害检测[J].西南交通大学学报, 2016, 51(1):8-13. doi: 10.3969/j.issn.0258-2724.2016.01.002

    LIAO Hongjian, ZHU Qingnü, ZAN Yuewen, et al. Detection of ballastless track diseases in high-speed railway based on ground penetrating radar[J]. Journal of Southwest Jiaotong University, 2016, 51(1):8-13. doi: 10.3969/j.issn.0258-2724.2016.01.002
    曹世豪, 杨荣山, 刘学毅, 等.无砟轨道层间裂纹内动水压力特性分析[J].西南交通大学学报, 2016, 51(1):36-42. doi: 10.3969/j.issn.0258-2724.2016.01.006

    CAO Shihao, YANG Rongshan, LIU Xueyi, et al. Analysis of water pressure in ballastless track crack[J]. Journal of Southwest Jiaotong University, 2016, 51(1):36-42. doi: 10.3969/j.issn.0258-2724.2016.01.006
    苗雨. CRTSⅡ型板式无砟轨道高温胀板病害研究与整治[J].科技创新与应用, 2014(34):37-39. http://d.old.wanfangdata.com.cn/Periodical/qgsj201434023

    MIAO Yu. Study and treatment of upheaval of CRTS Ⅱ type ballastless track[J]. Technology Innovation and Application, 2014(34):37-39. http://d.old.wanfangdata.com.cn/Periodical/qgsj201434023
    倪跃峰, 任娟娟, 赵华卫. CRTSⅡ型板式无砟轨道抬板维修时轨道板锚固方案研究[J].铁道建筑, 2016(2):132-135. doi: 10.3969/j.issn.1003-1995.2016.02.31

    NI Yuefeng, REN Juanjuan, ZHAO Huawei. Study on anchoring scheme of lifted track slab in repairing of CRTS Ⅱ slab type ballastless track[J]. Railway Engineering, 2016(2):132-135. doi: 10.3969/j.issn.1003-1995.2016.02.31
    王继军.板式无砟轨道锚固销钉限位技术的试验研究[J].铁道建筑, 2010(6):122-125. doi: 10.3969/j.issn.1003-1995.2010.06.040

    WANG Jijun. Test research on anchoring technology of slab track[J]. Railway Engineering, 2010(6):122-125. doi: 10.3969/j.issn.1003-1995.2010.06.040
    孙立. CRTSⅡ型板式无砟轨道结构温度变形控制措施研究[R].武汉: 中铁第四勘察设计院集团有限公司, 2015.
    刘钰. CRTSⅡ型板式轨道早期温度场特征及其影响研究[D].成都: 西南交通大学, 2013.
    DAI G, SU M. Full-scale field experimental investigation on the interfacial shear capacity of continuous slab track structure[J]. Archives of Civil and Mechanical Engineering, 2016, 16(3):485-493. doi: 10.1016/j.acme.2016.03.005
    RAMAMURTHI M, LEE J S, YANG S H, et al. Delamination characterization of bonded interface in polymer coated steel using surface based cohesive model[J]. International Journal of Precision Engineering and Manufacturing, 2013, 14(10):1755-1765. doi: 10.1007/s12541-013-0235-3
    LIU G, BAO H, TANG K. Damage prediction in notched fiber-reinforced composite laminates[J]. Composite Interfaces, 2016, 24(3):279-290. doi: 10.1080/09276440.2016.1202632
    ZHANG M, ZUO C, SUN B, et al. Thermal ageing degradation mechanisms on compressive behavior of 3-D braided composites in experimental and numerical study[J]. Composite Structure, 2016, 140:180-191. doi: 10.1016/j.compstruct.2016.01.029
    LUO C, LUA J, DESJARDIN P E. Thermo-mechanical damage modeling of polymer matrix sandwich composites in fire[J]. Composites Part A Applied Science and Manufacturing, 2012, 43(5):814-821. doi: 10.1016/j.compositesa.2011.03.006
    赵磊.高速铁路无砟轨道空间精细化分析方法及其应用研究[D].北京: 北京交通大学, 2015.
    戴公连, 粟淼.剪切荷载下板式无砟轨道界面黏结破坏机理[J].华中科技大学学报:自然科学版, 2016, 44(1):16-21. http://d.old.wanfangdata.com.cn/Periodical/hzlgdxxb201601004

    DAI Gonglian, SU Miao. Mechanism of interfacial bond failure of slab ballastless track under shear loading[J]. Journal of Huazhong University of Science and Technology:Natural Science Edition, 2016, 44(1):16-21. http://d.old.wanfangdata.com.cn/Periodical/hzlgdxxb201601004
    ZHU S, CAI C. Interface damage and its effect on vibrations of slab track under temperature and vehicle dynamic loads[J]. International Journal of Non-linear Mechanics, 2014, 58:222-232. doi: 10.1016/j.ijnonlinmec.2013.10.004
    HARPER P W, HALLETT S R. Cohesive zone length in numerical simulations of composite delamination[J]. Engineering Fracture Mechanics, 2008, 75(16):4774-4792. doi: 10.1016/j.engfracmech.2008.06.004
    王明昃, 蔡成标, 朱胜阳, 等.基于黏聚力模型的双块式无砟轨道混凝土层间黏结性能试验与分析[J].铁道学报, 2016, 38(11):88-94. doi: 10.3969/j.issn.1001-8360.2016.11.013

    WANG Mingze, CAI Chengbiao, ZHU Shengyang, et al. Experimental investigation on adhesive performance of concrete interface of double-block ballastless track based on cohesive zone model[J]. Journal of the China Railway Society, 2016, 38(11):88-94. doi: 10.3969/j.issn.1001-8360.2016.11.013
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(10)  / Tables(4)

    Get Citation
    PDF
    XML
    Article views(502) PDF downloads(104) Cited by()
    Proportional views
    Related

    Copyright © 2009 Journal of Southwest Jiaotong University

    Address: RM449 & 451, Administrative Building, Xipu Campus, Southwest Jiaotong University Western Hi-tech Zone, Chengdu, Sichuan 611756, P. R. China

    Tel: 028-66367562Fax: 028-66366552Email: xbz@home.swjtu.edu.cn

    Supported by: Beijing Renhe Information Technology Co. Ltd  support: info@rhhz.net

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return