European structural steels for metallic building structures are delivered according to the EN 10025 and EN 10113 standards [1, 2]. The standardized upper limit of the yield strength ReH for the 16-mm rated thickness of the rolled stock envisage six classes of steel strength with a yield strength of 185, 235, 275, 355, 420, and 460 MPa, respectively. The Russian GOST 27772 standard [3] envisages nine classes of strength, i.e., 235, 245, 255, 275, 285, 345, 375, 390, 440, and 590 MPa respectively. Consequently, the gradation with respect to the yield strength Re in the Russian standard is more detailed than in the European standards. However, foreign steels are better differentiated with respect to impact toughness. The gradation may involve the applicability of the metal for service at low temperatures (L ). Domestic structural steels of classes S345, S375, S440, and S540 are represented by the types 10G2S1D, 12G2S, 14G2AF, 10KhSND, 15G2AFDps, etc. The European EN 10025 standard concerns non-alloy (low-carbon) steels. Structural steels with enhanced strength (EN 10113 [4]) and steels applied at low temperatures (EN 10020) are quality carbon steels with microadditives of Nb, V, Al, Ti, and Ni or special low-alloy steels bearing Cr, Ni, Mo, and Cu in addition to the microadditives. These steels are fine-grained in the as-delivered state. They are delivered in a normalized state (N ) or after thermomechanical treatment (M ). In this condition they have good resistance to brittle fracture and their yield point does not exceed 460 MPa. We established differences in the parameters characterizing the properties and the chemical composition of domestic and foreign steels and found it difficult to choose exact equivalents. However, since in most cases the design of metallic structures does not require a completely equivalent material, it is possible to find a close counterpart for virtually any structure. In the present work we compared structural steels produced according to the EN 10025 and EN 10113 standards with domestic steels produced according to the GOSTs 27772 and 19281 standards [4, 5] with respect to – the chemical composition; – the parameters of strength and ductility; – the impact toughness. We chose foreign counterparts of the EN system for domestic steels of GOST 27772. The level of mechanical properties of the chosen counterparts was quite close and virtually did not differ in the reliability and working capacity of metal structures. The Russian and European standards contain differences connected with the metallurgical process that provides the mechanical properties of the steel products. The standards do not describe the manufacturing processes, and the guaranteed control parameters that are often presented when the appropriate requirements are stipulated by the order for the metal products seem to have the nature of an advertisement. This is primarily related to foreign paperwork. Domestic scientific literature widely discusses the ideas of steel hardening and the technological ways of their realization, for example, for the production of high-strength non-alloy structural steels [6]. It can be seen from [6] that the domestic metallurgy has converted the production of highstrength low-carbon steels with mechanical properties regulated by the EN standards. The value of the impact toughness after strain aging contained in the Russian GOSTs is an important parameter indicating the reliability of structural steels. The guaranteed impact toughness in the state of strain aging is an advantage of the GOST 27772 and GOST 19281 domestic standards over the European standards that do not have such a guarantee.
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