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Steel fracture toughness temperatures under elevated loading

   

A predictive framework has been developed by Wallin (1997). The predicted fracture toughness transition temperature shift, ΔT o (in °K) depends on loading rate, Κ (expressed as the rate of increase of the applied stress intensity factor in MPa √m/s), static fracture toughness transition temperature, T o stat (in °K for a loading rate, of Κ = 1MPa √m/s) and the static yield strength, σ ys (in MPa), as follows:

faqcsw016f2.gif
faqcsw016f1.gif

For a ratio of dynamic to static loading rate of 104, the predicted shifts are as shown in Fig.1. It can be seen that the shifts are a function of yield strength (with lower predicted shifts for higher yield strength), but also depend strongly on the absolute value of static fracture toughness transition temperature, with markedly lower predicted shifts for higher transition temperatures.

Fig.1 Predictions of fracture toughness transition temperature shifts for a ratio of dynamic to static loading rate of 10,000 according to the method proposed by Wallin
Fig.1 Predictions of fracture toughness transition temperature shifts for a ratio of dynamic to static loading rate of 10,000 according to the method proposed by Wallin

Reference

K Wallin: 'Effect of Strain Rate on the Fracture Toughness Reference Temperature, To, for Ferritic Steels', Proc. Conf. 'Recent Advances in Fracture' (R K Mahidhara, Ed), pp171-181, The Minerals, Metal and Materials Society of AIME, 1997.

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