Fatigue Crack Growth in Rail Steels-Reference-Cited by-同舟云学术

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Fatigue Crack Growth in Rail Steels

Published:1993 Issue: Volume: Page:361-372
ISSN:
Container-title:Rail Quality and Maintenance for Modern Railway Operation
language:
Short-container-title:

Author:

Thompson Anthony W.,Albert Diane E.,Gray G. T.

Publisher

Springer Netherlands

Link

http://link.springer.com/content/pdf/10.1007/978-94-015-8151-6_29

Reference58 articles.

1. C. Esveld, Modern Railway Track, Thyssen Stahl AG, Duisburg (1989).

2. S. Timoshenko and B.F. Langer, Trans. ASME, 54 (1932) 277–93.

3. D.H. Stone and G.G. Knupp, eds., Rail Steels — Developments, Processing and Use, STP 644, ASTM, Philadelphia, 1978.

4. P.M. Besuner, in Rail Steels — Developments, Processingand Use, STP 644, D.H. Stone and G.G. Knupp, eds., ASTM, Philadelphia (1978), 303–329.

5. D.H. Stone and R.K. Steele, ibid., 21–62.

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2. Evaluation of slant crack propagation under RCF in railway rail;Journal of Mechanical Science and Technology;2011-05

3. Modelling the three-dimensional behaviour of shallow rolling contact fatigue cracks in rails;Wear;2002-07

4. Three-Dimensional Residual Stress Effects on the Fatigue Crack Initiation in Rails;Journal of Tribology;1997-10-01

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