Conclusions
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1.
Quenched steel is characterized by a fourfold increase in crack resistance with an increase in loading rate within the investigated range of high loading rates.
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2.
Crack velocity increases with an increase in the stress intensity in the material on the crack path.
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3.
Branching of the crack is due to an increase in stress intensity in the material on the crack path above a certain critical level. The amount by which this level is exceeded determines the character of the branching.
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4.
An increase in loading rate is accompanied by an increase in the angle between the secondary cracks and the initial crack, which is evidence of a change in the stress state at the tip of the moving crack with an increase in its velocity.
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Additional information
Institute of Strength Problems, Academy of Sciences of the Ukrainian SSR, Kiev. Translated from Problemy Prochnosti, No. 9, pp. 37–41, September, 1984.
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Stepanov, G.V., Makovei, V.A. Propagation of a rapid crack in annular specimens of brittle steel. Strength Mater 16, 1255–1260 (1984). https://doi.org/10.1007/BF01530000
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DOI: https://doi.org/10.1007/BF01530000