Interference Fit Design Assessment and Improvement for the Railway Wagon Wheelset with 30 Ton Axle Weigh

Article Preview

Abstract:

Design reliability is analyzed for the interference fits of the railway wagon wheelset with 30 ton axle weigh. Aim focus on eliminating fretting fatigue damage of the wheelset. An extreme wheelset loads set is deduced by which can yields the thermal mechanical loads on the wheel same to the code AAR S 660. Integrated wheelset model of finite element method is applied to calculate the stresses on the fits to consider the physical fit relationship of wheelset, in which the rail pieces, wheels, axle, bearings, and adapters are fitted together by contact phases. It is revealed that the fits are all in the press stress states for the original design. But the stresses seem smaller than the least reasonable value for the reliable fits between wheels-axle. An improvement suggestion is provided to rise the fit scale to 0.23 mm equal to 0.01 percentage of the wheel-hub hole diameter. Calculation results verify that the press stresses have been controlled in the reasonable range.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

318-322

Citation:

Online since:

January 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] S.Q. YANG : Rolling Stock Vol. 47, Iss. 12 (2009), p.1 (in Chinese).

Google Scholar

[2] Transportation Safety Board of Canada: Main–track train derailment, Canadian national train C751–51–11, mile 93. 45, Nechako Subdivision, Fort Fraser, British Columbia, 12 February 2011, Transportation Safety Board of Canada, Ontario, Canada (2011).

DOI: 10.3940/rina.lt.2007.01

Google Scholar

[3] Transportation Safety Board of Canada: Main-track train derailment, Canadian national freight train No. M36921-02, mile 92. 10, Kingston Subdivision, Morrisburg, Ontario, 02 March 2010, Transportation Safety Board of Canada, Ontario, Canada (2010).

DOI: 10.3940/rina.lt.2007.01

Google Scholar

[4] Transportation Safety Board of Canada: Main-track train derailment, Canadian pacific railway freight train No. 235-04 mile 174. 41, Belleville Subdivision Oshawa, Ontario 05 June 2009, Transportation Safety Board of Canada, Ontario, Canada (2009).

DOI: 10.3940/rina.lt.2007.01

Google Scholar

[5] Railway Accident Investigation Unit (RAIU): Report into the derailment of a Tara Mines freight train at Skerries on the 10th of January 2008, RAIU, County Dublin, Ireland (2008).

Google Scholar

[6] Transportation Safety Board of Canada: Canadian pacific railway freight train 220-24, mile 105. 1, MacTier Subdivision, Buckskin, Ontario, 26 January 2011, Transportation Safety Board of Canada, Ontario, Canada (2011).

DOI: 10.3940/rina.lt.2007.01

Google Scholar

[7] EN 13260-2006: Railway applications-wheelsets and bogies-wheelsets-products requirements.

DOI: 10.3403/02841032

Google Scholar

[8] EN 12080-2007: Railway applications-axle boxes-rolling bearings.

Google Scholar

[9] Y.X. Zhao, F. Lin and B. Yang, in: Proceedings of 2010 Annual Symposium on Railway Wheelset Technology, 11-12 March 2010, Sanya, Hainan, Sanya: Vehicle Division, China Railway Society (2010) (in Chinese).

Google Scholar

[10] EN 13103-2006: Railway applications-wheelsets and bogies-non-powered axles-design guide.

DOI: 10.3403/30156551

Google Scholar

[11] EN 13104-2006: Railway applications-wheelsets and bogies-powered axles-design method.

DOI: 10.3403/02305437u

Google Scholar

[12] JIS E 4501-1995: Railway rolling stock-design methods for strength of axles.

Google Scholar

[13] EN13979-1-2003: Railway applications-wheelsets and bogies-monobloc wheels-technical approval.

DOI: 10.3403/30208488

Google Scholar

[14] AAR S660-2007. Analytic evaluation of locomotive and freight car wheel design.

Google Scholar