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


  • BUILDING STRUCTURES, BUILDINGS AND FACILITIES
  • Method Of Calculation Of Welded I-Beams With A Cross-Corrugated Wall For Overall Stability
  • UDC 624.046.3 DOI: 10.33622/0869-7019.2022.02.04-09
    Natalya G. SILINA1, e-mail: n.silina@stako.ru
    Sergey A. MAKEEV2, e-mail: makeev608079@mail.ru
    Andrey A. KOMLEV2, e-mail: komlev-12@yandex.ru
    Sergey A. MATVEEV2, e-mail: dfsibadi@mail.ru
    1 Melnikov Central Research and Design Institute of Steel Structures, ul. Arkhitektora Vlasova, 49, Moscow 117997, Russian Federation
    2 Siberian State Automobile and Highway University (SibADI), prospekt Mira, 5, Omsk 644080, Russian Federation
    Abstract. One of the stages of calculating the load-bearing capacity of beams with corrugated walls (corrugators) in accordance with current regulations is the calculation of the total stability of the beam from the wall plane with the determination of the maximum load on the beam depending on the size of the beam elements and the distance between the points of loosening of the compressed shelf from the wall plane. In modern standards, the calculation of the overall stability of corrugated rollers is performed by calculating the overall longitudinal stability of the compressed upper shelf of the beam from the wall plane as a centrally compressed rod element without taking into account the reinforcing effect of the joint work of the beam elements. As a result, the bearing capacity of the corrugators is understated. The code of rules for steel structures contains a proven method for calculating I-beam rolling beams for general stability, where the moment of inertia of the beam section with pure torsion is used. The authors of the article propose to extend this method of calculation to the calculation of beams with a corrugated wall. The results of testing and calculation of an experimental corrugator for general stability under the action of a uniformly distributed load in the wall plane according to this set of rules using the moment of inertia of the beam section under pure torsion are presented. This parameter was determined by various methods, including analytical methods, numerical modeling in a software package, and experimental data.
    Key words: corrugator, overall stability of the beam from the wall plane, moment of inertia of the corrugator for pure torsion.
  • REFERENCES
    1. Maksimov Yu. S., Ostrikov G. M. Steel beams with a thin corrugated wall - an effective type of load-bearing structures of industrial buildings. Promyshlennoe stroitel'stvo, 1984, no. 4, pp. 10-11. (In Russian).
    2. Dmitrieva T. L., Ulambayar H. The use of beams with a corrugated wall in modern design. Izvestiya vuzov. Investicii. Stroitel'stvo. Nedvizhimost', 2015, no. 4(15), pp. 132-139. (In Russian).
    3. Bryancev A. A., Absimetov V. E., Lalin V. V. Efficiency of using I-beams with corrugated walls in industrial buildings. Stroitel'stvo unikal'nyh zdaniy i sooruzheniy, 2017, no. 3(54), pp. 93-104. (In Russian).
    4. Pasternak H., Kubieniec G. Rlate girders with corrugated webs. Journal of Civil Engineering and Management, 2010, no. 16(2), pp. 166-171.
    5. Pasternak H., Robra J., Kubieniec G. Plate girders with corrugated webs. Stability and Ductility of Structures. Baltic Session of the International Colloquium, Vilnius (Litauen), 2009.
    6. Maksimov Yu. S., Ostrikov G. M., Dolinskiy V. V. Resistance of the I-beams corrugated walls. Stroitel'naya mekhanika i raschet sooruzheniy, 1985, no. 6, pp. 43-45. (In Russian).
    7. Makeev S. A., Silina N. G. Technique for refined calculation of corrugated beams for general stability. Promyshlennoe i grazhdanskoe stroitel'stvo, 2020, no. 12, pp. 50-58. DOI: 10.33622/0869-7019.2020.12.50-58. (In Russian).
    8. Makeev S. A., Silina N. G. On the issue of determining the moment of inertia of the section of corrugated beams for pure torsion. Obrazovanie. Transport. Innovacii. Stroitel'stvo [Education. Transport. Innovation. Construction: collection of materials of the IV National scientific and practical conference (Omsk, April 22-23, 2021)]. Omsk, SibADI Publ., 2021, pp. 627-633. (In Russian).
    9. Tishkov N. L., Stepanenko A. N., Shipelev I. L., Ustimenko M. B. Improving the design of steel I-beams with thin cross-corrugated wall. Vestnik Tomskogo gosudarstvennogo arhitekturno-stroitel'nogo universiteta, 2020, vol. 22, no. 2, pp. 104-111. (In Russian).
    10. Stepanenko A. N. Stal'nye dvutavrovye sterzhni s volnistoj stenkoy [Steel I-beam rods with a wavy wall]. Habarovsk, Habarovskiy gosudarstvenny tekhnicheskiy universitet Publ., 1999. 115 p. (In Russian).
    11. Ostrikov G. M., Maksimov Yu. S., Dolinskiy V. V. Investigation of the bearing capacity of steel I-beams with a vertically corrugated wall. Stroitel'naya mekhanika i raschet sooruzheniy, 1983, no. 1, pp. 68-70. (In Russian).
    12. Denan F., Osman M. H., Saad S. The study of lateral torsional buckling behavior of beam with trapezoid web steel section by experimentally and finite element analysis. International Journal of Recent Research and Applied Studies, 2010, sci. 2(2), pр. 232-240.
    13. Denan F., Shoong K. K., Hashim N. S., Ken C. W. Nonliner analysis of triangular web profile steel section under bending behavior. Lecture Notes in Civil Engineering, 2019, no. 9, pp. 463-472.
  • For citation: Silina N. G., Makeev S. A., Komlev A. A., Matveev S. A. Method of Calculation of Welded I-Beams With a Cross-Corrugated Wall for Overall Stability. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering], 2022, no. 2, pp. 4-9. (In Russian). DOI: 10.33622/0869-7019.2022.02.04-09.

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