Effect of a large asymmetrical wheel burden on flexural response and failure of railway concrete sleepers in track systems

Author:

Kaewunruen Sakdirat,Remennikov Alex M.

Publisher

Elsevier BV

Subject

General Engineering,General Materials Science

Reference14 articles.

1. Standards Australia, Australian Standard: AS1085.14-2003 Railway track material – Part 14: Prestressed concrete sleepers, 2003.

2. Remennikov AM Kaewunruen S. A review on loading conditions for railway track structures due to wheel and rail vertical interactions. Prog Struct Eng Mater, incorporated in Struct Control Health Monitor, in press, doi:10.1002/stc.227.

3. Kaewunruen S, Remennikov AM. Experimental and numerical studies of railway prestressed concrete sleepers under static and impact loads. In: Civil computing, AIT-ACECOMS, August, p. 25–28, 2007 [invited].

4. Murray MH, Cai Z. Prestressed concrete sleeper: a literature review on AS1085. 14 Load distribution and impact factors. Australasian Railway Association Report Ref. 15250. December 1998.

5. Field trials for dynamic characteristics of railway track and its components using impact excitation technique;Kaewunruen;NDT&E Int,2007

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