Research on Stress-Free Rail Temperature Design of Wubei-Xiaohuangshan Railway

Article Preview

Abstract:

Wubei-Xiaohuangshan railway was characterized by the large local temperature difference, and high density of heavy haul train traffic. Reasonably determining the rail stress-free temperature has an important role on the line traffic safety and stability. Combined with the actual situation of the line, this paper researched some key technical issues of laying CWR in alpine and large temperature difference region, from determining the reasonable allowable temperature rise, allowable temperature drop, the rail stress-free temperature, and its allowable ranges, etc. Look forward to give some reference to the similar engineering problems.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

36-39

Citation:

Online since:

January 2015

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Yaorong Lu. CWR Research and Application. Beijing: China Railway Press, 2004. (In Chinese).

Google Scholar

[2] Ministry of Railways of the People's Republic of China. Railway track strength inspection algorithm. Beijing: China Railway Press, 1988. (In Chinese).

Google Scholar

[3] Ministry of Railways of the People's Republic of China. Design Specifications for Railway Track. Beijing: China Railway Press, 2005(In Chinese).

Google Scholar

[4] Peng Li. Structure Calculation of CWR in cold regions. Scientific Communication . 2011 (23) (In Chinese).

Google Scholar

[5] Tuanjie Zhang. Research on CWR stress-free rail temperature in the alpine and large temperature difference region[J]. Journal of Xuzhou Institute of Architectural Technology. 2012. (In Chinese).

Google Scholar