Summary
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1.
The strength, ductility, and impact strength of structural steel are interrelated not only qualitatively but also quantitatively.
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2.
The interdependence characteristic K is represented by a hyperbola; whena H > 6 kgm/cm2 this relationship is close to a linear relationship. In many cases it is close to a constant value K=150 whena H ≈ 10 kgm/cm2.
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3.
Cold brittleness and some other embrittlement factors do not disagree with this relationship because the dependence K = σbδ5/a H retains the shape of a hyperbola in this case also. For a specific steel this dependence can be expressed in terms of σT and Ψ, using the relationships σT/σb and Ψ/δ
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Translated from Metallovedenie i Termicheskaya Obrabotka Metallov. No 11, pp. 27–28, November, 1965
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Shcherbak, G.K. Approximate quantitative relationships between mechanical properties of structural steel. Met Sci Heat Treat 7, 734–735 (1966). https://doi.org/10.1007/BF00663628
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DOI: https://doi.org/10.1007/BF00663628