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of the welded joints made from high-strength ferritic steels, XXIII Symposium: Fatigue and Fracture Mechanics, Bydgoszcz - Pieczyska, 63-72 (in Polish). 6. Neimitz A., Dzioba I., Graba M., Okrajni J. (2008), Assessment of the strength, durability and safety of the structural components containing defects, Kielce University of Technology (in Polish). 7. Porter D. (2006), Developments in hot-rolled high strength structural steel, Nordic welding conference 06, New trends in welding technology, Tampere, Finland. 8. Tasak E., Ziewiec A. (2006), Welded joint structure of

Steels. Part 2. Technical Delivery Conditions for Non-alloy Structural Steels (in Polish). 21. PN-EN ISO 6892-1:2010 . Metallic Materials. Tensile Testing. Part 1. Method of Test at Room Temperature (in Polish). 22. Rice J.R., Tacey, D.M . (1969), On the ductile enlargement of voids in triaxial stress fields, Journal of the Mechanics and Physics of Sol-ids , 17, 201–217. 23. Ritchie R.O., Knott J.F., Rice J.R . (1973), On the relationship between critical tensile stress and fracture toughness in mild steel, Journal of the Mechanics and Physics of Solids , 21, 395

notches, International Journal of Fatigue , 16, 242–256. 31. Szala J., Ligaj B., Szala G. (2014), Sources of differences in calculations and experimental test results of fatigue life of structural elements, Scientific Journal of Silesian University of Technology. Series Transport, 83, 271–277. 32. Tricoteaux A., Fardoun F., Degallaix S., Sauvage F. (2007), Fatique crack initiation life prediction in high strength structural steel welded joints, Fatique & Fracture of Engineering Materials & Structures , 18(2), 189–200. 33. Viswanathan R. (1989), Damage