Rail grade dependent damage behaviour – Characteristics and damage formation hypothesis

Author:

Stock R.,Pippan R.

Publisher

Elsevier BV

Subject

Materials Chemistry,Surfaces, Coatings and Films,Surfaces and Interfaces,Mechanics of Materials,Condensed Matter Physics

Reference20 articles.

1. Testing of HSH® rails in high-speed tracks to minimise rail damage;Heyder;Wear,2005

2. Studs: a squat-type defect in rails. Proceedings of the Institution of Mechanical Engineers, Part F;Grassie;J. Rail Rapid Transit,2012

3. Railway applications – Track – Rail – Part 1: Vignole railway rails 46kg/m and above (EN13674-1:2011) DIN Deutsches Institut für Normung e. V, 2011.

4. P. Pointner, A. Jörg, J. Jaswal, Definitive guidelines on the use of different rail grades, Deliverable Report D4.1.5GL (TIP5-CT-2006-031415), EU 6th Framework Integrated Project Innotrack, SP4 – Workpackage 4.1, 2010.

5. A. Jörg, R. Stock, The heat treated premium rail grade R400HT – high-strength rail steels in Austria and Switzerland, ZEVrail 136 (2012), Sonderausgabe Innotrans, 2012, pp. 72–79.

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