Published since 1923
DOI: 10.33622/0869-7019
Russian Science Citation Index (RSCI) на платформе Web of Science


  • BUILDING MATERIALS AND PRODUCTS
  • The Degree Of Embrittlement At The Bending Points Of Bent-Welded Square And Rectangular Profiles
  • UDC 620.178.746.22 DOI: 10.33622/0869-7019.2021.12.31-39
    Vitaliy M. GORITSKIY, e-mail: goritskiyvit@bk.ru
    Georgy R. SHNEYDEROV, e-mail: g.shnejderov@stako.ru
    Leonid I. GLADSHTEIN
    Sergei N. VOROB'EV, e-mail: vsn-80@mail.ru
    Melnikov Central Research and Design Institute of Steel Structures, ul. Arkhitektora Vlasova, 49, Mosñow 117997, Russian Federation
    Abstract. The problem of using bent-welded closed square and rectangular profiles is considered. The influence of two types of impact samples of Menage and Sharpie, as well as the chemical composition of steel on the amount of embrittlement at the bending points of square and rectangular profiles is investigated. It is determined how the place of cutting of impact samples (the beginning, middle and end section of the roll) affects the size of embrittlement of bending angles on the profile. The effect of phosphorus concentration in carbon steel on the level of yield strength and its contribution to the embrittlement value at the bending points of the profile has been studied. On the samples of Menage and Sharpie, the effect of the incision type on the shape of the impact curves in the range of climatic temperatures was tested. Cold resistance reserves have been determined for different steel grades. It has been studied how the ferrite grain size affects the critical brittleness temperatures. The Cottrell-Petch dependence is proposed for calculating the critical value of the ferrite grain size, which provides the amount of cold resistance reserve for the safe operation of building structures made of square and rectangular profiles.
    Key words: closed bent-welded profiles, safety of building structures, ferrite-pearlite steel, structure, critical temperature of brittleness, impact strength, cold resistance reserve.
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  • For citation: Goritskiy V. M., Shneyderov G. R., Gladshtein L. I., Vorob'ev S. N. The Degree of Embrittlement at the Bending Points of Bent-Welded Square and Rectangular Profiles. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering], 2021, no. 12, pp. 31-39. (In Russian). DOI: 10.33622/0869-7019.2021.12.31-39.

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