Published since 1923
DOI: 10.33622/0869-7019
Russian Science Citation Index (RSCI) Web of Science
  • BUILDING STRUCTURES, BUILDINGS AND FACILITIES
  • Refinement Of Calculation Methods For Structures Made Of Thin-Walled Cold-Formed Steel Profiles
  • UDC 624.014.2-41 DOI: 10.33622/0869-7019.2020.10.65-76
    Vadim V. KOSENKOV, e-mail: v.kosenkov@stako.ru
    Alexey V. SHURINOV, e-mail: a.shurinov@stako.ru
    Melnikov Central Research and Design Institute of Steel Structures, ul. Arkhitektora Vlasova, 49, Moscow 117997, Russian Federation
    Abstract. The main features of calculation of light steel thin-walled structures are presented. The refinements of some formulas of the Code of Rules "Cold-formed thin-walled steel profile and galvanized corrugated plate constructions. Design rules", performed by the authors of the article when developing a guide to the above set of rules and are important when taking into account the features of light steel thin-walled structures are proposed. The formulas for calculating the effective areas of the longitudinal stiffness elements of profiles are refined to take into account the difference in the stress level between the most compressed parts of sections and the stiffness elements. They also make it possible to take into account the actual values of stresses in the cross sections of profiles. The formulas for calculating the reduced thickness of stiffening elements depending on the stress level in them are presented. The refinement to the formula for calculating the conditional flexibility of centrally compressed profiles with a flat form of loss of stability is proposed. The formula is proposed that takes into account the effect of slotted perforation in the wall of the thermal profile on the reduction of its shelves. It was found that the reduction of compressed shelves increases, while the load-bearing capacity of the profiles decreases. It is shown that the general expression of the formula for determining the critical stress of loss of stability of a plate with a slotted perforation similar to that of the plate without perforation, and the influence of the latter on the value of critical stress is taken into account when finding the coefficient of boundary conditions and the nature of stresses. The considered refinements are recommended for discussion during the revision of the Code of Rules "Cold-formed thin-walled steel profile and galvanized corrugated plate constructions. Design rules".
    Key words: light steel thin-walled structures, refinement of calculation methods, thin-walled cold-formed profiles, reduction, stability, conditional flexibility, central compression, stiffness element, corrugated profile, thermal profile, perforation.
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  • For citation: Kosenkov V. V., Shurinov A. V. Refinement of Calculation Methods for Structures Made of Thin-Walled Cold-Formed Steel Profiles. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering], 2020, no. 10, pp. 65-76. (In Russian). DOI: 10.33622/0869-7019.2020.10.65-76.


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