Published since 1923
DOI: 10.33622/0869-7019
Russian Science Citation Index (RSCI) Web of Science
  • BUILDING STRUCTURES, BUILDINGS AND FACILITIES
  • General Stability Of Welded I-Beams With A Transverse Corrugated Wall
  • UDC 624.046.3
    doi: 10.33622/0869-7019.2023.01.36-42
    Sergey A. MAKEYEV1, makeev608079@mail.ru
    Natalia G. SILINA2, n.silina@stako.ru
    Larisa V. KRASOTINA1, krasotina.larisa@gmail.com
    Mikhail A. STUPIN3, 79620503150@yandex.ru
    1 Siberian State Automobile and Highway University (SibADI), prospekt Mira, 5, Omsk 644080, Russian Federation
    2 Melnikov Central Research and Design Institute of Steel Structures, ul. Arkhitektora Vlasova, 49, Moscow 117997, Russian Federation
    3 B. E. Butoma Shipbuilding Factory, ul. Tankistov, 4, Kerch 298313, Russian Federation
    Abstract. In modern Russian and foreign standards, the calculation of the overall stability of welded I-beams with a transversely corrugated wall (hereinafter referred to as corrugated beams) is performed by calculating the overall longitudinal stability from the wall plane of a single compressed beam shelf as a centrally compressed rod element without taking into account the reinforcing effect of the elements working together, that is, the presence of supporting ribs, transversely corrugated walls, stretched belt. In domestic standards for steel structures, a proven calculation of I-beams with a flat wall for general stability is proposed, where the parameter "moment of inertia of the beam section under free torsion" is used. But any beam with a transversely corrugated wall has a cross-section variable in length, which does not allow the term "moment of inertia of the section" to be used directly in relation to this type of structure. Therefore, the use of the methodology in this regulatory document for the calculation of corrugated rollers for general stability without certain justifications and evidence is incorrect. The authors propose, when calculating beams with cross-corrugated walls for overall stability according to this standard, to calculate an equivalent I-beam with a flat wall having an equal bearing capacity with a corrugated roller according to the criterion of "overall stability". The proposed method has been tested by the authors in the calculations of a number of corrugators with sinusoidal and triangular corrugation profiles with various loading methods, schemes for fixing beams and loosening the compressed belt. The adequacy of the methodology has been partially confirmed experimentally.
    Keywords: welded I-beam, beam with a transversely corrugated wall, overall stability of the beam from the wall plane
  • REFERENCES
    1. Maximov 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 Russ.).
    2. Dmitrieva T. L., Ulambayar H. The use of beams with a corrugated wall in modern design. Izvestiya vuzov. Investitsii. Stroitel'stvo. Nedvizhimost, 2015, no. 4(15), pp. 132-139. (In Russ.).
    3. Bryantsev A. A., Absimetov V. E., Lalin V. V. Effectiensy of using I-beams with corrugated walls in industrial buildings. Stroitel'stvo unikal'nykh zdaniy i sooruzheniy, 2017, no. 3(54), pp. 93-104. (In Russ.).
    4. Patent RF 2767006 C1. Metallicheskaya rama karkasa zdaniya ili sooruzheniya [Metal frame of the frame of a building or structure]. Makeev S. A., Ponurova E. A., Silina N. G. et al. Published 16.03.2022. (In Russ.).
    5. Zaborova D. D., Dunaevskaya Yu. P. Advantages and features of the use of corrugated beams in construction. Stroitel'stvo unikal'nykh zdaniy i sooruzheniy, 2014, no. 7(22), pp. 36-53. (In Russ.).
    6. Rogalevich V. V., Kudryavtsev S. V. Stress concentration near circular holes in corrugated walls of beams. Izvestiya vuzov. Stroitel'stvo, 2008, no. 11, pp. 8-13. (In Russ.).
    7. Tishkov N. L., Stepanenko A. N., Shipelev I. L., Ustimenko M. B. Improving the design of steel I-beam with thin cross-corrugated wall. Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta, 2020, vol. 22, no. 2, pp. 104-111. (In Russ.).
    8. Ostrikov G. M., Maximov Yu. S., Dolinsky 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 Russ.).
    9. 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, 2010, Sci. 2(2), p. 232-240.
    10. 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.
    11. Vasilev A. L., Glozman M. K., Pavlinova E. A., Filippeo M. V. Prochnye sudovye gofrirovannye pereborki [Robust shipboard corrugated bulkheads]. Leningrad, Sudostroenie Publ., 1964. 316 p. (In Russ.).
    12. Spravochnik po stroitel'noy mekhanike korablya [Handbook of ship construction mechanics]: in 3 vol. editorship of Yu. A. Shimansky. Leningrad, Sudpromgiz Publ., 1960, vol. 3, 799 p. (In Russ.).
    13. Maximov Yu. S. Legkie stal'nye konstruktsii pokrytiy proizvodstvennykh zdaniy [Light steel structures of coatings of industrial buildings]. Express information. Alma-Ata, Kaztsntis Gosstroy of the Kazakh SSR Publ., 1987. 41 p. (In Russ.).
    14. 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. 52-60. (In Russ.). doi: 10.33622/0869-7019.2020.12.52-60
    15. 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, 2022, no. 2, pp. 4-9. (In Russ.). doi: 10.33622/0869-7019.2022.02.4-9
    16. Makeev S. A., Silina N. G. On the issue of determining the moment of inertia of the section of corrugated rollers for pure torsion. Obrazovanie. Transport. Innovatsii. 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 Russ.).
  • For citation: Makeyev S. A., Silina N. G., Krasotina L. V., Stupin M. A. General Stability of Welded I-beams With a Transverse Corrugated Wall. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering], 2023, no. 1, pp. 36-42. (In Russ.). doi: 10.33622/0869-7019.2023.01.36-42


BACK