Weldable steels of high strength were discussed. The factors influencing the achievement of low grain structure
that ensures high strength of these steels was explained. Traditional and modern methods of producing high strength
steel were shown. The scheme of production line was shown, the line which is used to manufacture steel of high
strength in thermomechanical way. The methods of achieving strength to fatigue used for welded joints were
presented. The factors influencing the increase of strength to fatigue of welded joints were elaborated. The thermally
hardened steel sheets of high strength weldable S640Q steel underwent research. Basic mechanical properties of this
steel were indicated. The results of static tensile test and technological bend test were given. Then the sheets were
welded by semiautomatic MAG method. The examinations of welds quality were conducted and their usefulness for
further tests was stated. Mechanical properties of welded joints were determined. The mechanical properties of native
material and welded joints were compared. The microstructure of welded joints in the weld axis, in heat influence
zone as well as in native material was examined. Fatigue tests in a non-symmetrical cycle of lengthening –
compressing for the welded joints were carried out. The computational strength to fatigue was determined and
compared with fatigue strength of welded joints. Tests results were elaborated by the statistical analysis of linear
regression. After conducting fatigue tests, the Wöhler diagrams were made. Afterwards, the joints welded with TIG
method, were penetrated without adding filler metal. The results were presented for the fatigue tests as well as the
Wohler graph for welded joints after penetration of the joints edges with TIG method without adding filler metal. The
results were compared.
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