Architecture & Civil Engineering

Nonlinear Temperature Distribution of Longitudinal Plate-Type Ballastless Track in Spring

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  • School of Civil Engineering,Central South University,Changsha 410075,Hunan,China
戴公连(1964-) ,男,教授,主要从事大跨度桥梁承载力研究. E-mail: daigong@vip.sina.com

Received date: 2015-01-09

  Revised date: 2015-04-16

  Online published: 2016-01-04

Supported by

Supported by the National Natural Science Foundation of China( 51378503) and the China Postdoctoral Science Foundation( 2014M552158)

Abstract

In order to reveal the time-dependent temperature distribution in the ballastless track structure on a curve line,a continuous observation of CRTS Ⅱ longitudinal plate-type ballastless track was carried out with temperature sensors.After the statistical analysis of a great amount of measured temperature data,the vertical and horizontal temperature gradients of the track were obtained.The results show that ( 1) the vertical and horizontal temperature distributions of the ballastless track are both nonlinear in the process of heat exchange with the outside; ( 2) the temperature of the track periodically changes with the environment temperature; ( 3) the time corresponding to the maximum temperature delays due to the increase of the distance to the track surface,even presents a 5 h delay at the bottom of the track structure in a comparison with the time on the surface; and ( 4) the vertical temperature gradient is in an exponential distribution,which matches the distribution curve suggested by the design standard for railway bridges and culverts in China.

Cite this article

DAI Gong-lian SU Hai-ting YAN Bin ZHU Jun-pu . Nonlinear Temperature Distribution of Longitudinal Plate-Type Ballastless Track in Spring[J]. Journal of South China University of Technology(Natural Science), 2016 , 44(2) : 20 -25,32 . DOI: 10.3969/j.issn.1000-565X.2016.02.004

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