Research on Horizontal Cracks in Web Plates of Rail Girder under High Frequency Impulsive Loads

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Abstract:

Nowadays, bridge cranes have a tendency to be designed for big lifting capacity, wide span with high operating speed. Several long horizontal cracks have been found in web plates of the rail girder, which is terrible threat to crane’s safety. Firstly, the local stress distribution of web plates is illustrated in a semicircle form based on the elastic-plastic contact theory. Then the cyclical variation of shear stress is analyzed due to high frequency and impulsive moving wheel loads. Finally, a fatigue crack propagation model is proposed according to the strain energy density law. It is found that the shear stress and welding residual stress give rise to the fatigue horizontal crack near welding seam.

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714-718

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September 2011

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] C.R. Brooks and A. Choudhury: Failure Analysis of Engineering Materials (McGraw-Hill Publications, New York 2002).

Google Scholar

[2] X.L. Zhang: Hoisting and Conveying Machinery, Vol. 43(1996), p.15.

Google Scholar

[3] V.N. Pustovoi, A.O. Nemchuk and N.V. Trikolenko: Materials Science, Vol. 28 (1992), p.311.

Google Scholar

[4] J. Machacek and M. Tuma: Journal of Constructional Steel Research, Vol. 62(2006), p.168.

Google Scholar

[5] J. Chakrabarty: Theory of Plasticity (Elsevier, Amsterdam 2006).

Google Scholar

[6] R. L. Timings: Fabrication and Welding Engineering (Newnes, Oxford 2008).

Google Scholar

[7] P. Maranian: Reducing Brittle and Fatigue Failures in Steel Structures (American Society of Civil Engineers, Reston 2010).

Google Scholar

[8] L. Nobile, C. Carloni and M. Nobile: Theoretical and Applied Fracture Mechanics, Vol. 41(2004) No. 1-3, p.137.

Google Scholar