Metamodelling of wheel–rail normal contact in railway crossings with elasto-plastic material behaviour

Author:

Skrypnyk RostyslavORCID,Nielsen Jens C. O.,Ekh Magnus,Pålsson Björn A.

Publisher

Springer Science and Business Media LLC

Subject

Computer Science Applications,General Engineering,Modeling and Simulation,Software

Reference34 articles.

1. Andersson E, Berg M, Stichel S (2014) Rail vehicle dynamics. Centre for Research and Education in Railway Engineering, Royal Institute of Technology (KTH), Stockholm, Sweden

2. DEsolver AB (2016) GENSYS’s home page. http://gensys.se . Accessed 8 February 2018

3. Grossoni I, Bezin Y, Neves S (2016) Optimization of support stiffness at a railway crossing panel. In: Railways 2016, Cagliari (Italy)

4. He ZM, Jiang QC, Fu SB, Xie JP (1987) Improved work-hardening ability and wear resistance of austenitic manganese steel under non-severe impact-loading conditions. Wear 120(3):305–319. https://doi.org/10.1016/0043-1648(87)90024-X

5. Johansson A, Pålsson B, Ekh M, Nielsen JCO, Ander MKA, Brouzoulis J, Kassa E (2011) Simulation of wheel-rail contact and damage in switches and crossings. Wear 271(1–2):472–481. https://doi.org/10.1016/j.wear.2010.10.014

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