Optimization of channels and I-shaped bended closed profiles with tubular shelves from sheets of different thicknesses

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Abstract

The continuation of optimization of channels and I-beams bent closed profiles (BCP) with tubular flanges made of rolled sheet of different thicknesses is presented. Such profiles are intended for light steel thin-walled structures (LSWS), which are distinguished by high technical and economic indicators and massive demand in industrial and civil construction, which confirms the relevance of their further development. The main results of the calculation of the optimal bending arrangement of composite sections of I-beams from sheet blanks of different thicknesses, including channel-type BCPs unified in terms of optimal parameters, are also presented. The aim of the study is to show that the characteristics of the LSWS can be further improved by shaping profiles, combining straight and round outlines of closed and open contours in a composite section. Methods. By means of experimental design studies, solution of optimization problems and variant design of I-profiles, their composite sections from sheet blanks of different thicknesses, including blanks of channel profiles, have been refined. The originality of channels and I-shaped BCP has been confirmed by patent examination. Results. The I-shaped BCP consists of two tubular shelves and one double thickness wall. Calculation of the optimal layout of an I-shaped BCP made of rolled sheet of different thicknesses for bending showed that the bearing capacity is limited by the ratio of the thickness of the flanges and the wall of its composite section. In particular, when the thickness of the flanges is 2 times the wall thickness, the strength is maximum at a ratio of width to height of 1/11, and when the thickness of the flanges is 0.6 times the wall thickness, the strength is maximum at a ratio of 1/3.3. With the ratios of the width and height of I-shaped BCP of 1/2.68...1/3 and channel-type BCPs of 1/5.36...1/6, their composite sections should be optimally assembled from standardized blanks.

About the authors

Alexander S. Marutyan

Pyatigorsk Institute (branch) of the North Caucasus Federal University

Author for correspondence.
Email: al_marut@mail.ru
SPIN-code: 8528-9956

teacher, Candidate of Technical Sciences, Associate Professor

56 Prospekt 40 let Oktyabrya, Pyatigorsk, 357500, Russian Federation

References

  1. Lyahovich L.S., Akimov P.A., Tuhfatullin B.A. On one problem of optimization of structures, taking into account the requirements of stability, strength, with restrictions on the first frequency of natural vibrations. Academia. Architecture and construction. 2020;(4):76–82. (In Russ.) https://doi.org/10.22337/2077-9038-2020-4-76-82
  2. Lyahovich L.S., Akimov P.A., Tuhfatullin B.A. Estimation of the proximity to the project of the minimum material consumption of the decision on the optimization of the width of piecewise-constant sections of the flange of the I-beam cross-section under stability constraints or by the value of the first natural vibration frequency. Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. Journal of Construction and Architecture. 2020;22(4):114–125. (In Russ.) https://doi.org/10.31675/1607-1859-2020-22-4-114-125
  3. Lyakhovich L.S., Akimov P.A., Tukhfatullin B.A. Assessment of the proximity of design to minimum material capacity solution of problem of optimization of the flange width of I-shaped cross-section rods with allowance for stability constraints or constraints for the value of the national frequency and strength requirements. International Journal for Computational Civil and Structural Engineering. 2020;16(2):71–82. https://doi.org/ 10.22337/2587-9618-2020-16-2-71-82
  4. Perelmuter A.V. Essays on the history of metal structures. Moscow: SKAD Soft Publ.; Publishing House ASV; 2015. р. 28–42. (In Russ.)
  5. Perelmuter A.V. Constructive form number one. Proceeding of the Donbas National Academy of Civil Engineering and Architecture. 2012;(1):27–39. (In Russ.)
  6. Kuznecov D.N., Sazykin V.G. Stress-strain state of a steel I-beam as part of a combined beam (part 1). News of Higher Educational Institutions. Construction. 2019;(11):5–16. (In Russ.)
  7. Kuznecov D.N., Sazykin V.G. Stress-strain state of a steel I-beam as part of a combined beam (part 2). News of Higher Educational Institutions. Construction. 2019;(12):13–23. (In Russ.)
  8. Kuznecov D.N., Sazykin V.G. Stress-strain state of a steel I-beam as part of a combined beam (part 3). News of Higher Educational Institutions. Construction. 2020;(1):18–33. (In Russ.)
  9. Tusnin A.R., Abdurahmonov A.H. Bearing capacity of a centrally compressed I-beam in constrained torsion. Industrial and Civil Engineering. 2020;(9):21–27. (In Russ.) https://doi.org/10.33622/-7019.2020.09.21-27
  10. Abdurahmonov A.H. Numerical analysis of stability of a centrally compressed I-beam under constrained torsion. Construction: Science And Education. 2020;10(4):11–27. (In Russ.) https://doi.org/10.22227/2305-5502.2020.4.2
  11. Garkin I.N., Lashtankin A.S. Numerical analysis of stability of a centrally compressed I-beam under constrained torsion. Regional Architecture and Engineering. 2020;(3):68–77. (In Russ.)
  12. Paryshev D.I., Iltyakov A.V., Kopyrin V.I., Moiseev O.Y., Agafonov Y.A., Ovchinnikov I.G., Sherenkov V.M., Ovchinnikov I.I., Harin V.V., Harin D.A., Voronkin V.V., Popov I.P. Bituminous concrete beam. Russian Federation patent No. 2739271. Bulletin No 36. (In Russ.) Available from: https://www1.fips.ru/ofpstorage/Doc/IZPM/RUNWC1/000/000/ 002/739/271/%D0%98%D0%97-02739271-00001/DOCUMENT.PDF (accessed 02.02.2021).
  13. Belov G.I. Development of methods for calculating bar elements of steel structures under multi-parameter loading. Bulletin of Civil Engineers. 2020;(3):43–54. (In Russ.) https://doi.org/10.23968/1999-5571-2020-17-3-43-54
  14. Belov G.I. An analytical-numerical method for calculating the stability of rod elements of light steel thin-walled structures. Bulletin of Civil Engineers. 2020;(4):39–46. (In Russ.) https://doi.org/10.23968/1999-5571-2020-17-4-39-46
  15. Kosenkov V.V., Shurinov A.V. Refinement of methods for calculating structures from steel thin-walled cold-formed sections. Industrial and Civil Engineering. 2020;(10):65–76. (In Russ.) https://doi.org/10.33622/0869-7019.2020.10.65-76
  16. Fan S., Chen M., Li S., Ding Z., Shu G., Zheng B. Stainless steel lipped C-section beams: numerical modelling and development of design rules. Journal of Constructional Steel Research. 2019;(152):29–41.
  17. Ye J., Hajirasouliha I., Becque J., Pilakoutas K. Development of more efficient cold-formed steel channel sections in bending. Thin-Walled Structures. 2016;(101):1–13.
  18. Lawsona R.M., Bastab A. Deflection of C-section beams with circular web openings. Thin-Walled Structures. 2019;(134):277–290.
  19. Chen W., Ye J., Zhao Q., Jiang J. Full-scale experiments of gypsum-sheathed cavity-insulated cold formed steel walls under different fire conditions. Journal of Constructional Steel Research. 2020;(164):105809.
  20. Li Z., Li T., Xiao Y. Connections used for cold-formed steel frame shear walls sheathed with engineered bamboo panels. Journal of Constructional Steel Research. 2020;(164):105787.
  21. Nazmeeva T.V., Sivohin A.D. Refinement of methods for calculating structures from steel thin-walled cold-formed sections. Industrial and Civil Engineering. 2018;(10):41–45. (In Russ.)
  22. Solodov N.V., Vodyahin N.V., Ishchuk Ya.L. Increasing the bearing capacity of the overlap connection of thin sheet parts. Bulletin of Belgorod State Technological University named after V.G. Shukhov. 2019;(9):30–37. (In Russ.) https://doi.org/10.34031/article_5da44cc0ad5700.29474015
  23. Shirokov V.S., Solovev A.V., Igolkin S.A. Testing of the joints on pop rivets with bulge. Urban Сonstruction and Architecture. 2020;10(3):21–25. (In Russ.) https://doi.org/10.17673/Vestnik.2020.03.4
  24. Li Z., Li T., Xiao Y. Connections used for cold-formed steel frame shear walls sheathed with engineered bamboo panels. Journal of Constructional Steel Research. 2020;(164):105787.
  25. Tonakanyan M.M. Investigation of non-geometric factors affecting the manufacture and installation of steel structures. Bulletin of Civil Engineers. 2020;5(82):141–146. (In Russ.) https://doi.org/10.23968/1999-5571-2020-17-5-141-146
  26. Onosov G.V., Silina N.G. Corrosion resistance of galvanized sheet steel. Industrial and Civil Engineering. 2020;(10):4–8. (In Russ.)
  27. Buecker R.V. Sheet metal beam. United States Patent No 6131362. 2000, Oct. 17.
  28. Doktorov M.E. Collapsible I-beam M.E. Doktorova with hollow shelves. Russian Federation patent No 2043467. 1995. Bulletin No 24. (In Russ.) Available from: https://www.fips.ru/registers-doc-view/fips_servlet?DB=RUPAT&DocNumber= 2043467&&TypeFile=html (accessed: 02.02.2021).
  29. Zamaliev F.S., Zamaliev E.F., Bikkinin E.G., Ismagilov B.T., Gajnutdinov A.I. Steel concrete composite beam. Russian Federation patent No 185608. 2018. Bulletin No 35. (In Russ.) Available from: https://www.fips.ru/registers-doc-view/fips_servlet?DB=RUPAT&DocNumber=2685013&TypeFile=html (accessed: 02.02.2021).
  30. Kuznecov I.L., Fahrutdinov A.F., Ramazanov R.R. Results of experimental studies of the shear performance of joints of thin-walled elements. Vestnik MGSU. 2016;(12):34–43. (In Russ.)
  31. Endzhievskij L.V., Tarasov A.V., Tarasov I.V. Curved steel profile folded steel profile and a composite building element based on it. Russian Federation patent No 2478764. 2013. Bulletin No 10. (In Russ.) Available from: https://www.fips.ru/registers-doc-view/fips_servlet?DB=RUPAT&DocNumber=2478764&TypeFile=html (accessed: 02.02.2021).
  32. Endzhievskij L.V., Tarasov A.V. Numerical and experimental studies of the frame of the building frame made of sheet steel. Industrial and Civil Engineering. 2012;(10):52–54. (In Russ.)
  33. Marutyan A.S. Bent profiles and calculation of their optimal parameters. Structural Mechanics of Engineering Constructions and Building. 2019;15(10):33–43. (In Russ.) https://doi.org/10.22363-1815-5235-2019-15-1-33-43
  34. Marutyan A.S. Comparative calculation of the optimal parameters of bent and bent-closed channels. Structural Mechanics of Engineering Constructions and Buildings. 2019;15(6):415–432. (In Russ.) https://doi.org/10.22363-1815-5235-2019-15-6-415-432
  35. Marutyan A.S. I-beams bent-closed profiles with tubular shelves and calculation of the optimal arrangement of their composite sections. Structural Mechanics of Engineering Constructions and Buildings. 2020;16(5):334–350. (In Russ.) https://doi.org/10.22363/1815-5235-2020-16-5-334-350
  36. Kaplun Y.A. Steel structures from wide-flange I-beams and T-beams. Moscow: Strojizdat Publ.; 1981. р. 10–12. (In Russ.)
  37. Melnikov N.P. Metal constructions. Current state and development prospects. Moscow: Strojizdat Publ.; 1983. p. 82.
  38. Recommendations for the design, manufacture of installation of enclosing and supporting structures from steel bent profiles of increased rigidity. Moscow: CNIIPSK imeni N.P. Melnikova Publ.; 1999. p. 8–11. (In Russ.)
  39. Korsun N.D., Prostakishina D.A. Analysis of the stress-strain state of a composite section made of thin-walled profiles taking into account the intial jeometric imperfections. Akademicheskij vestnik UralNIIproekt RAASN. 2018;(4):83–88. (In Russ.)

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