Introduction to the investigation of reproduction of the real geometry of UBM panels

• Autorzy: Walentyński Ryszard , Cybulski Robert , Myrcik Henryk

Identyfikatory

DOI

10.24425/bpasts.2024.152214

• Języki publikacji: EN

Abstrakty

EN

The article concisely describes UBM technology (Ultimate Building Machine), that can be used as a solution for buildings and roof structures. The structure of this technology is made of double corrugated thin-walled steel profiles manufactured on the construction site by a self-contained UBM manufacturing factory on wheels. These panels serve as both the building envelope and the structural system. The specificity of the construction poses many design problems, especially the determination of the strength parameters and stiffness of the double-corrugated panels from which the structure is made. The article presents the results of spatial scanning tests of double-corrugated steel sheets, which were carried out using commonly available 3D scanning devices: Leica 3D Disto and MagiScan app. Additionally, results of numerical analyses performed on scanned samples and a comparison of these results with preliminary laboratory tests are presented in the article. The purpose of scanning was to obtain an accurate and real geometry of the UBM panels, to implement it into numerical software, and then to perform numerical analyses. Commonly available 3D scanning devices were used because using advanced 3D scanners is not popular nowadays for economic reasons, and hand-built geometric models pose a lot of problems and are not accurate enough. The obtained results are promising and form the basis for further research.

Słowa kluczowe

EN

UBM; K-span; thin-walled panels; 3D scanning; arch structures; Ultimate Building Machine; double corrugated sheet

PL

UBM; K-span; panele cienkościenne; skanowanie 3D; stalowa blacha falista; konstrukcja łukowa

• Wydawca: Polska Akademia Nauk, Wydział IV Nauk Technicznych
• Czasopismo: Bulletin of the Polish Academy of Sciences. Technical Sciences
• Rocznik: 2025
• Tom: Vol. 73, nr 1
• Strony: art. no. e152214
• Opis fizyczny: Bibliogr. 16 poz., rys.

Twórcy

autor

Walentyński Ryszard

• Silesian University of Technology, Faculty of Civil Engineering, Akademicka 5, 44-100 Gliwice, Poland

• https://orcid.org/0000-0003-3530-682X

autor

Cybulski Robert

• MERAENG Sp. z o.o. sp. k, W. Wróblewskiego 31a, 41-106 Siemianowice Śląskie, Poland

• https://orcid.org/0000-0001-5838-7904

autor

Myrcik Henryk

• Silesian University of Technology, Faculty of Civil Engineering, Akademicka 5, 44-100 Gliwice, Poland

• https://orcid.org/0009-0000-5278-8897

Bibliografia

• [1] A. Piekarczuk, P. Więch, K. Kuczyński, and R. Walentyński, “Experimental and computational approaches to the evaluation of double corrugated arch structures. A review of the latest advancements”, Arch. Civ. Eng., vol. LXVII, pp. 7–35, 2021, doi: 10.24425/ace.2021.137152.
• [2] M.I.C. Industries Inc, “The Ultimate Building Machine”, [Online]. Available: https://www.micindustries.com [Accessed: 28.02.2024]
• [3] “Develagro.” Globarch Sp. z O. O., [Online]. Available: http://develagro.pl/ [Accessed: 28.02.2024].
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• [5] European Committee for Standardisation, EN 1993-1-1: Eurocode 3: Design of steel structures – Part 1-1: General rules and rules for buildings, 2005.
• [6] European Committee for Standardisation, EN 1993-1-3: Eurocode 3: Design of steel structures – Part 1-3: General rules – Supplementary rules for cold-formed members and sheeting, 2006.
• [7] European Committee for Standardisation, EN 1993-1-5: Eurocode 3: Design of steel structures – Part 1-5: Plated structural elements, 2006.
• [8] North American Specification for the Design of Cold-Formed Steel Structural Members, 2012.
• [9] L. Xu, Y. Gang, and P. Guo, “Compressive tests of cold-formed steel curved panels,” J. Constr. Steel. Res., vol. 57, pp. 1249–1265, 2001, doi: 10.1016/S0143-974X(01)00048-7.
• [10] R. Walentyński, R. Cybulski, and J. Knapek, “Budowa modelu teoretycznego podwójnie giętych paneli cienkościennych typu ABM 120,” Aparatura Badawcza i Dydaktyczna, vol. 18, no. 1, pp. 17–24, 2013 (in Polish).
• [11] R. Walentyński, R. Cybulski, and K. Kozieł, “Local buckling and post-buckling investigation of cold-formed self-supported elements,” in Proc. 20th International Conference on Computer Methods in Mechanics, 2013, pp. 23–37, doi: 10.1201/b16513-6.
• [12] “3D MagiScan.” MagiScan Inc, [Online]. Available: https://magiscan.app/ [Accessed: 28.02.2024].
• [13] “Scia by Allplan.” Nemetschek Group, [Online]. Available: https://www.scia.net/en [Accessed: 14.10.2024].
• [14] L.L. Wu, X. Gao, Y. Shi, and Y. Wang, “Theoretical and Experimental Study on Interactive Local Buckling of Arch-shaped Corrugated Steel Roof,” Steel Struct., vol. 6, pp. 45–54, 2006.
• [15] R. Walentyński, R. Cybulski, and K. Kozieł, “Achilles’ heel of the ABM 120 double corrugated profiles,” in Proc. 9th International Conference on New Trends in Statics and Dynamics of Buildings, 2011.
• [16] A. Biegus and A. Kowal, “Katastrofa łukowej hali o konstrukcji z blach giętych na zimno,” in Proc. XXV Konferencja Naukowo-Techniczna, 2011, pp. 765–772 (in Polish).

Uwagi

Opracowanie rekordu ze środków MNiSW, umowa nr POPUL/SP/0154/2024/02 w ramach programu "Społeczna odpowiedzialność nauki II" - moduł: Popularyzacja nauki (2025).