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2006 №06 (03) 2006 №06 (05)


The Paton Welding Journal, 2006, #6, 16-20 pages

Evaluation of crack resistance of welded joint metal based on the results of standard mechanical tests with regard for the dimensions of stuctural elements

V.S. Girenko, M.D. Rabkina, S.V. Girenko

E.O. Paton Electric Welding Institute of the NASU. 11 Kazymyr Malevych Str., 03150, Kyiv, Ukraine.

Abstract
An evaluation of static crack resistance (K1c, 51c) of structural steels and their welded Joints is proposed, based on standard mechanical testing and impact toughness of Charpy samples, allowing for the dimensions of structural elements. The developed approach allows for the difference in the deformation gradients in the tip of a crack-like defect and notch of a Charpy sample, which results in that the structural parameters, responsible for fracture initiation, are under different loading conditions depending on their dimensions.
Keywords: crack resistance, structural steels, welded joints, impact toughness, tough fracture, critical deformation, structural elements

References

1. Girenko, V.S., Dyadin, V.P. (1985) Relationships between impact toughness and fracture mechanics criteria O1c and K1c of structural steels and their welded joints. Avtomatich. Svarka, 9, 13–20.
2. Girenko, V.S., Dyadin, V.P. (1986) Relationships between impact toughness and fracture mechanics criteria b1c and K,c of structural steels and their welded Joints. Ibid., 10, 61–62.
3. Girenko, V.S. (1995) Some approaches to evaluation of static crack resistance of metallic materials and welded Joints. Ibid., 9, 74–77.
4. ASTM Standard Test Method E 1921–97.
5. Phaal, R., Macdonald, K.A., Brown, P.A. (1993) Correlation between fracture toughness and Charpy impact energy. TWI, 5605(71).
6. Panasyuk, V.V., Romaniv, O.M. (2001) Charpy and fracture toughness data: limitations and advantages in evaluation of the embrittlement of metals. In: Proc. of Charpy Centenary Conf. ESSIS (Poitiers, Paris, Oct. 2–5, 2001). Vol. 2.
7. Romaniv, O.N., Kryskiv, A.S., Tkach, A.N. (1978) On some cases of different structural sensitivity to impact toughness and fracture toughness. Fiziko-Khimich. Mekhanika Materialov, 6, 64–71.
8. Romaniv, O.N., Tkach, A.N., Gladky, Ya.N. et al. (1976) Application of overheating in quenching to increase the crack resistance of high-strength steels. Ibid., 5, 41–48.
9. Tettelman, A.S., McEvily, A.J. (1967) Fracture of structural materials. New York.
10. Girenko, V.S., Dyadin, V.P. (1990) Correlation of crack resistance characteristics of materials and welded Joints with the results of standard mechanical tests. Avtomatich. Svarka, 6, 1–4.
11. Shiratori, M., Miyoshi, T., Manushita, X. (1986) Computational fracture mechanics. Moscow: Mir.
12. Romaniv, O.N. (1981) Structural fracture mechanics as a new prospective tendency in problem of metal fracture. Fizi- ko-Khimich. Mekhanika Materialov, 100, 28–44.
13. Malkin, J., Tetelman, A.S. (1971) Relation between K1c and microscopic strength for low alloy steels. Eng. Fracture Mech., 3, 151–167.

Suggested Citation

V.S. Girenko, M.D. Rabkina, S.V. Girenko (2006) valuation of crack resistance of welded joint metal based on the results of standard mechanical tests with regard for the dimensions of stuctural elements. The Paton Welding J., 06, 16-20.