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Thermal cracking of a railway wheel tread due to tread braking -- critical crack sizes and influence of repeated thermal cycles

Sara Caprioli (Institutionen för tillämpad mekanik, Dynamik) ; Tore Vernersson (Institutionen för tillämpad mekanik, Dynamik) ; Anders Ekberg (Institutionen för tillämpad mekanik, Dynamik)
Proceedings of the Institution of mechanical engineers. Part F, journal of rail and rapid transit (0954-4097). Vol. 227 (2013), 1, p. 10-18.
[Artikel, refereegranskad vetenskaplig]

A numerical study of tread cracking due to thermal loading induced by tread braking is carried out. The analysis features a computationally efficient approach combining two-dimensional finite-element simulations with an analytical evaluation of resulting stress intensity factors. The analysis identifies critical sizes for when existing surface cracks are prone to propagate under thermal loading and resulting crack lengths after propagation. The results imply that fully functional brake systems are not likely to induce thermal crack propagation under normal stop braking, but that with pre-existing defects, a severe drag braking due to malfunctioning brakes may cause very deep cracking. Furthermore, the analysis concludes the cracking to be a static phenomenon related to the most severe brake cycle, i.e. later brake cycles of similar or lower severity will not cause any significant propagation of existing cracks. Additional three-dimensional finite-element simulations are used to validate the model, and they indicate two-dimensional results to be on the conservative side.

Nyckelord: Railway tread braking, thermal cracking, critical crack sizes

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Denna post skapades 2013-01-15. Senast ändrad 2014-09-17.
CPL Pubid: 170592


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Institutioner (Chalmers)

Institutionen för tillämpad mekanik, Dynamik (1900-2017)


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Chalmers infrastruktur