Modeling of Units of Cable-Stayed Coverings of Sports Facilities

Number of journal: 6-2023
Autors:

Buzalo N.A.,
Ponomarev R.R.,
Smirnov V.A.

DOI: https://doi.org/10.31659/0044-4472-2023-6-9-12
УДК: 624.5

 

AbstractAbout AuthorsReferences
The article is devoted to modeling of nodes of cable-stayed coverings of sports facilities. In recent decades, cable-stayed systems have been increasingly used in the construction of large-span structures, including sports complexes. Stadiums and sports complexes built on the territory of new modern micro-districts become centers of attraction for urban residents, play a special role in the renewal and revitalization of the urban environment. The advantages of cable-stayed systems are the possibility of reducing the number of frame supports, reducing the cost of installation and transportation work, reducing construction time, and using less metal. This makes it possible to reduce construction costs and improve the economic efficiency of the project. However, the use of enclosed ropes, subject to corrosion and material fatigue, in cable-stayed systems can lead to unexpected failure of the system. The solution may be to use open ropes. The article highlights the advantages of cable-stayed systems, considers perspective directions of their designing with the use of solid-state modeling methods. The creation of digital models makes it possible to evaluate the effect of elongation and skew of the cables, take into account the longitudinal force that occurs in the beam element, temperature changes, compare various options for constructive solutions for fastening the cables to beam elements and pylons. The authors consider various types of cable-stayed coating nodes and propose methods for their modeling.
N.A. BUZALO1, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
R.R. PONOMAREV1, Postgraduate student (This email address is being protected from spambots. You need JavaScript enabled to view it.);
V.A. SMIRNOV2,3, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)

1 Platov South-Russian State Polytechnic University (NPI) (132, Prosveshcheniya Street, Novocherkassk, Rostov Region, 346428, Russian Federation)
2 Scientific-Research Institute of Building Physics of RAACS (21, Lokomotivniy Driveway, Moscow, 127238, Russian Federation)
3 National Research Moscow State University of Civil Engineering (26, Yaroslavskoe Highway, Moscow, 129337, Russian Federation)

1. Smirnov V.A. Visyachie mosty bol’shikh proletovm [Hanging bridges of large spans]. Moscow: Vysshaya shkola. 1975. 368 p.
2. Kabantsev O.V., Karpilovsky V.S., Kriksunov E.S., Perelmuter A.V. Technology of calculated prediction of the stress-strain state of the structure taking into account the history of construction, loading and deformation. International Journal for Computational Civil and Structural Engineering. 2011. No. 7 (3), pp. 110–117. (In Russian).
3. Sych S.V. Design of cable-stayed structures in Autodesk Robot Structural. Analysis Professional CAD Master. 2012. No. 6, pp. 84–86. (In Russian).
4. Buzalo N.A., Ponomarev R.R., Smirnov V.A. Deformational calculation of cable-stayed structures of sports facilities coverings. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2022. No. 7, pp. 46–49. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2022-7-46-49
5. Perelmuter A.V., Slivker V.I. Raschetnye modeli sooruzhenii i vozmozhnost’ ikh analiza [Design models of structures and the possibility of their analysis]. Moscow: ASV. 2011. 736 p.
6. Safronov V.S. Raschet visyachikh i vantovykh mostov na podvizhnuyu nagruzki [Calculation of suspension and cable-stayed bridges for mobile load]. Voronezh: Publishing House of Voronezh University. 1983. 196 p.
7. Ananyin A.I. Osnovnye uravneniya stroitel’noi mekhaniki v nelineinom raschete gibkoi niti. Sovremennye metody staticheskogo i dinamicheskogo rascheta sooruzhenii i konstruktsii [Basic equations of structural mechanics in nonlinear calculation of a flexible thread. Modern methods of static and dynamic calculation of structures and structures]. Voronezh: VGASA. 2002, pp. 69–75.
8. Gorbushko M.A, Erofeev I.M, Sidorov A.S., Smirnov S.A., Teplih A.V. Engineering technologies for constructing computational models and analyzing results in the SCAD Office system: metal frame models. CAD Master. 2006. No. 5, pp. 82–93.

For citation: Buzalo N.A., Ponomarev R.R., Smirnov V.A. Modeling of units of cable-stayed coverings of sports facilities. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2023. No. 6, pp. 9–12. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2023-6-9-12


Print   Email