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The authors of this work would like to express their gratitude to the Spanish Ministry of Science and Innovation for the financial support of the Project MAT2014-58443-P: “Analisis del comportamiento en fractura de componentes estructurales con defectos en condiciones de bajo confinamiento tensional”, on the results of which this paper is based.

Critical Distance Default Values for Structural Steels and a Simple Formulation to Estimate the Apparent Fracture Toughness in U-Notched Conditions