Estimation and consequences of the crack thickness parameter in the assessment of crack growth behaviour of “squat” type cracks in the rail–wheel contact zone

Author:

Pyrzanowski Paweł

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference14 articles.

1. Influence of a subsurface fatigue crack on stress distribution due to rolling contact: experimental verification of numerical results;Pyrzanowski;Arch Mech Engng,2004

2. Sawley K, Reiff R. Rail failure assessment for the office of the rail regulator. An assessment of railtrack’s methods for managing broken and defective rail. Report No. P-00-070, Transportation Technology Center, Inc. A subsidiary of the Association of American Railroads, Pueblo (CO, USA), October 25; 2000.

3. Pyrzanowski P, Mruk I. Investigation of “squat”-type crack development in heads of rails. In: Proceedings of 17th Danubia-Adria symposium on experimental methods in solid mechanics – Praha, Czech Republic; October 2000. p. 281–4.

4. Mechanism of crack growth in lubricated rolling/sliding contact;Kaneta;ASLE Trans,1985

5. Cause, increase, diagnosis, countermeasures and elimination of Shinkansen shelling;Kondo;Wear,1996

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