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


  • STEEL CONSTRUCTION
  • Comparison Of Methods For Calculating The Bearing Capacity Of Profiled Flooring
  • UDC 691-417.2
    doi: 10.33622/0869-7019.2023.10.21-26
    Diana F. KINZYABULATOVA1, ntp-ssk@yandex.ru
    Tatiana V. NAZMEEVA2, t.nazmeeva@steel-development.ru
    1 Scientific and Technical Enterprise "StroySoftConsulting", ul. Shafieva, 44/1, of. 204, Ufa 450096, Russian Federation
    2 Association for the Development of Steel Construction (ARSS), ul. Ostozhenka, 19/1, Moscow 119034, Russian Federation
    Abstract. The article is devoted to the determination of the bearing capacity of profiled flooring. The methods described in the normative and technical documentation, full-scale tests and methods of mathematical modeling are considered. The comparison of the main methods for determining the bearing capacity of profiled flooring, as well as the problems that arise when using each method, is given. Incorrect use of methods for determining the bearing capacity of profiled flooring can lead to emergency situations during the construction and operation of buildings. In this regard, it is necessary to harmonize analytical methods for determining the bearing capacity of profiled flooring, verify the results of field tests, automate the calculation of profiled flooring by developing a certified software product.
    Keywords: profiled flooring, load-bearing capacity, mathematical modeling methods, full-scale tests, steel-reinforced concrete floors, fixed formwork
  • REFERENCES
    1. Noskov A. S., Zelinskij V. O., Makeev S. A. Investigation of the bearing capacity of three-layer arched frameless coatings based on thin-walled profiled rolled products. Sb. materialov IV Mezhdunar. nauch.-prakt. konf. [Collection of materials of the IV International Scientific and Practical Conference (Omsk, November 28-29, 2019]. Omsk, SibADI, 2019, pp. 418-421. (In Russ.).
    2. Krasotina L. V., Robra J. Bearing capacity of beams with sinusoidal corrugated webs with round and square holes. Promyshlennoe i grazhdanskoe stroitel'stvo, 2019, no. 12, pp. 18-24. (In Russ.). doi: 10.33622/0869-7019.2019.12.11-17
    3. Tepin N. V., Hrabrov V. A., Knyazev S. N. Experience in manufacturing and mastering roll forming mills for the production of profiled flooring. Vestnik IzhGTU im. M. T. Kalashnikova, 2021, vol. 24, no. 4, pp. 35-44. (In Russ.).
    4. Dragan V. I., Lyustiber V. V. Full-scale testing of a metal structural plate covering an ice arena in Pruzhany. Vestnik Brestskogo gosudarstvennogo tekhnicheskogo universiteta, 2007, no. 1, pp. 17-22. (In Russ.).
    5. Feyissa A., Kenea G. Performance of shear connector in composite slab and steel beam with reentrant and open trough profiled steel sheeting. Advances in Civil Engineering, 2022, vol. 3, pp. 1-14.
    6. Rehman N., Lam D., Dai X., Ashour A. F. Experimental study on demountable shear connectors in composite slabs with profiled decking. Journal of Constructional Steel Re-search, 2016, vol. 122, pp. 178-189.
    7. Kuleshov V. V., Kapyrin N. V., Popoudin D. P. Full-scale tests of steel profiled flooring, working according to a two-span scheme, with a reinforced support zone on the middle support. Vestnik nauki, 2023, no. 6(63), vol. 5, pp. 481-488. (In Russ.).
    8. Bondar' V. T., Nazmeeva T. V. Comparative analysis of the stress-strain state of profiled sheets C-44-1.5, C-21-1.5, CIMC-D02-01A 1.6. Nedelya nauki ISI. Materialy Vseros. konf. [ISI Science Week. Materials of the All-Russian Conference (St. Petersburg, April 26-30, 2021)]. St. Petersburg, ISI SPbPU, 2021, pp. 417-419. (In Russ.).
    9. Rybakov V. A. Conjugate approximation of thin-walled rods internal forces functions in bending torsion. Construction of Unique Buildings and Structures, 2022, no. 10304. doi: 10.4123/CUBS.103.4
    10. Kinzyabulatova D. F., Poryvaev I. A., Nedoseko I. V. Calculation of stability of compressed thin-walled C-section rods. Izvestiya KGASU, 2022, no. 4(62), pp. 108-117. (In Russ.). doi: 10.52409/20731523_2022_4_108, EDN: JLMWXF
    11. Poryvaev I. A., Semenov A. A., Karavajchenko M. G. Search for optimal geometric parameters of two conical roofs of vertical cylindrical tanks under symmetrical load. Neftegazovoe delo, 2016, vol. 14, no. 3, pp. 100-105. (In Russ.).
    12. Hedaoo N., Raut N., Gupta L. Composite concrete slabs with profiled steel decking: comparison between experimental and simulation study. American Journal of Civil Engineering, 2015, no. 3(5), pp. 250-261.
    13. Bogdanic A., Casucci D., Ozbolt J. Numerical and experimental investigation of anchor channels subjected to shear load in composite slabs with profiled steel decking. Engineering Structures, 2021, no. 240, pp. 112347.
    14. Makeev S. A., Komlev A. A., Makarov S. E., Makarova I. D. Raschet profilirovannogo nastila s ispol'zovaniem uravneniya sredinnoj poverhnosti ortotropnoj plastiny. Problemy maschinovedeniya: Materialy V Mezhdunar. nauch.-tekhn. konf. [Problems of machine science : Materials of the V International Scientific and Technical conf. (Omsk, March 16-17, 2021)]. Omsk, OmGTU Publ., 2021, pp. 197-204.
    15. Degtyarev V. V. Finite element modeling of cold-formed steel deck in bending. Magazine of Civil Engineering, 2020, no. 94(2), pp. 129-144.
  • For citation: Kinzyabulatova D. F., Nazmeeva T. V. Comparison of Methods for Calculating the Bearing Capacity of Profiled Flooring. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering], 2023, no. 10, рp. 21-26. (In Russ.) doi: 10.33622/0869-7019.2023.10.21-26

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