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This article is the second part of a comprehensive research program investigating the structural performance of thin-walled channels with modified cross-sectional geometries. The study involved testing six beams, three of which featured perforated webs, while the other three had flat, solid webs. The beams were subjected to four-point bending tests in order to evaluate their load-bearing capacity. The first part of the research presented the results of experimental tests and finite strip analysis. This article will focus on finite element analyses and analytical calculations conducted in accordance with Eurocode 3 guidelines and the principle of minimizing potential energy. The study provides several significant contributions: it integrates experimental, numerical and theoretical methods to deliver a thorough evaluation of beam performance. The finite element method (FEM) simulations offer precise modeling of complex stress and strain states, while analytical calculations supply a solid theoretical foundation for interpreting structural behavior. The research demonstrates that web perforation, while reducing critical and maximum forces, also results in considerable weight savings, enhancing material efficiency. Additionally, the division of the research into two articles ensures clarity and accessibility, with this second part being dedicated to detailed FEM and analytical results, thereby facilitating both academic understanding and practical engineering applications.
Rocznik
Tom
Strony
art. no. e153435
Opis fizyczny
Bibliogr. 30 poz., rys., tab., wykr.
Twórcy
autor
- Poznań University of Technology, Institute of Applied Mechanics, Jana Pawła II 24, 60-965 Poznań, Poland
- Poznań University of Technology, Institute of Applied Mechanics, Jana Pawła II 24, 60-965 Poznań, Poland
autor
- Poznań University of Technology, Institute of Applied Mechanics, Jana Pawła II 24, 60-965 Poznań, Poland
autor
- Poznań University of Technology, Institute of Applied Mechanics, Jana Pawła II 24, 60-965 Poznań, Poland
autor
- Poznań University of Technology, Institute of Applied Mechanics, Jana Pawła II 24, 60-965 Poznań, Poland
Bibliografia
- [1] K. Rosłaniec and P. Różyło, “Stability of Thin-Walled Composite Structures with Closed Sections Under Compression,” Adv. Sci. Technol.-Res. J., vol. 18, no. 3, pp. 188–199, 2024, doi: 10.12913/22998624/186473.
- [2] Z. Bakhach, A. El Kaimbillah, A. Hamdaoui, B. Braikat, F. Mohri, and N. Damil, “A dimensionless analytical analysis for buckling and lateral buckling interaction of thin-walled beams with open cross sections,” Thin-Walled Struct., vol. 195, p. 111396, 2024, doi: 10.1016/j.tws.2023.111396.
- [3] P. Rozylo, M. Rogala, and J. Pasnik, “Buckling Analysis of Thin-Walled Composite Structures with Rectangular Cross-Sections under Compressive Load,” Materials, vol. 16, no. 21, p. 6835, 2023, doi: 10.3390/ma16216835.
- [4] P. Różyło, K. Rosłaniec, and M. Kuciej, “Buckling of Compressed Thin-Walled Composite Structures with Closed Sections,” Adv. Sci. Technol.-Res. J., vol. 17, no. 6, pp. 63–72, 2023, doi: 10.12913/22998624/174193.
- [5] M. Grenda and P. Paczos, “Experimental and numerical study of local stability of non-standard thin-walled channel beams,” J. Theor. Appl. Mech., vol. 57, no. 3, pp. 549–562, 2019, doi: 10.15632/jtam-pl/109601.
- [6] M. Grenda, “The Numerical Investigation of Thin-Walled Beams with Modified C-Sections,” Arch. Mech. Technol. Mater., vol. 38, no. 1, pp. 57–66, 2018, doi: 10.2478/amtm-2018-0010.
- [7] P. Paczos and A.M. Pawlak, “Experimental optical testing and numerical verification by cufsm of compression columns with modified channel sections,” Materials, vol. 14, no. 5, p. 1271, 2021, doi: 10.3390/ma14051271.
- [8] P. Jasion, A. Pawlak, and P. Paczos, “Buckling and post-buckling behaviour of selected cold-formed C-beams with atypical flanges,” Eng. Struct., vol. 244, p. 112693, 2021, doi: 10.1016/j.engstruct.2021.112693.
- [9] M. Obst, M. Rodak, and P. Paczos, “Limit load of Cold formed thin-walled nonstandard channel beams,” J. Theor. Appl. Mech., vol. 54, no. 4, pp. 1369–1377, 2016, doi: 10.15632/jtampl.54.4.1369.
- [10] E. Magnucka-Blandzi, P. Paczos, and P. Wasilewicz, “Buckling study of thin-walled channel beams with double-box flanges in pure bending,” Strain, vol. 48, no. 4, pp. 317–325, 2012, doi: 10.1111/j.1475-1305.2011.00825.x.
- [11] M.M. Yehia, S.M. Gaawan, R. Elwan, O.R. Shahin, and W. El-Sayad, “Structural performance evaluation of cold formed steel cantilever beams with varying perforation Patterns,”Alex. Eng. J., vol. 91, pp. 204-221, 2024, doi: 10.1016/j.aej.2024.01.049.
- [12] D. Dubina and V. Ungureanu, “Local/distortional and overall interactive buckling of thin-walled cold-formed steel columns with open cross-section,” Thin-Walled Struct., vol. 182, p. 110172, 2023, doi: 10.1016/j.tws.2022.110172.
- [13] X. Yao, J. Yang, and Y. Guo, “Study on Restoring Force Model of Cold-Formed Thin-Walled Steel Lipped Channel Beam-Columns under Cyclic Load,” Buildings, vol. 13, no. 1, p. 114, 2023, doi: 10.3390/buildings13010114.
- [14] M. Anbarasu, “A numerical investigation of local – distortional – lateral – torsional buckling interaction of cold – formed steel lipped channel beams,” Asian J. Civ. Eng., vol. 18, no. 4, pp. 643–656, 2017.
- [15] P. Borges Dinis and D. Camotim, “Local/distortional mode interaction in cold-formed steel lipped channel beams,” Thin-Walled Struct., vol. 48, no. 10–11, pp. 771–785, 2010, doi: 10.1016/j.tws.2010.01.005.
- [16] A. El Hadidy, M.F. Hassanein, and M. Zhou, “The effect of using tubular flanges in bridge girders with corrugated steel webs on their shear behaviour – A numerical study,” Thin-Walled Struct., vol. 124, pp. 121–135, 2018, doi: 10.1016/j.tws.2017.11.050.
- [17] M. Ghorashi, “Nonlinear static and stability analysis of composite beams by the variational asymptotic method,” Int. J. Eng. Sci., vol. 128, pp. 127–150, 2018, doi:10.1016/j.ijengsci.2018.03.011.
- [18] Md. Fayz-Al-Asad, F. Mebarek-Oudina, H. Vaidya, Md. Shamim Hasan, Md. Manirul Alam Sarker, and A. I. Ismail, “Finite Element Analysis for Magneto-Convection Heat Transfer Performance in Vertical Wavy Surface Enclosure: Fin Size Impact,” Front. Heat Mass Transf., vol. 22, no. 3, pp. 817–837, 2024.
- [19] N.H. Abu-Hamdeh, K. Daqrouk, and F. Mebarek-Oudina, “Simulation and Analysis with Wavelet Transform Technique and the Vibration Characteristics for Early Revealing of Cracks in Structures,” Math. Probl. Eng., vol. 2021, p. 626232, 2021, doi: 10.1155/2021/6626232.
- [20] P. Manikandan and M. Thulasi, “Investigation on cold-formed steel lipped channel built-up I beam with intermediate web stiffener,” Int. J. Adv. Struct. Eng., vol. 11, no. 1, pp. 97–107, 2019, doi: 10.1007/s40091-019-0220-x.
- [21] P. Nandini and V. Kalyanaraman, “Strength of cold-formed lipped channel beams under interaction of local, distortional and lateral torsional buckling,” Thin-Walled Struct., vol. 48, no. 10-11, pp. 872–877, 2010. doi: 10.1016/j.tws.2010.04.013.
- [22] A. Gliszczyński and T. Kubiak, “Load-carrying capacity of thin-walled composite beams subjected to pure bending,” Thin-Walled Struct., vol. 115, pp. 76–85, 2017, doi: 10.1016/j.tws.2017.02.009.
- [23] J. Zhang and B. Young, “Finite element analysis and design od cold-formed steel built-up closed section columns with web stiffeners,” Thin-Walled Struct., vol. 131, pp. 223–237, 2018, doi: 10.1016/j.tws.2018.06.008.
- [24] K. Falkowicz and H. Debski, “Stability analysis of thin-walled composite plate in unsymmetrical configuration subjected to axial load,” Thin-Walled Struct., vol. 158, p. 107203, 2021, doi: 10.1016/j.tws.2020.107203.
- [25] H. Debski, “Numerical and experimental analysis of stability of thin-walled composite structures subjected to eccentric load,” Arch. Civ. Mech. Eng., vol. 19, no. 3, pp. 792–802, 2019, doi: 10.1016/j.acme.2019.03.008.
- [26] K. Magnucki, Niektóre problemy optymalizacji konstrukcji prętowych i powłok z uwzględnieniem stateczności sprężystej. Publishing House of Poznań University of Technology, 1993.
- [27] O. Hughes and M. Ma, “Lateral Distortional Buckling of Monosymmetric Beams under Point Load,” J. Eng. Mech., vol. 122, no. 10, pp. 1022–1029, 1996, doi: 10.1061/(asce)0733- 9399(1996)122:10(1022).
- [28] F. Mohri, L. Azrar, and M. Potier-Ferry, “Flexural–torsional post-buckling analysis of thin-walled elements with open sections,” Thin-Walled Struct., vol. 39, no. 11, pp. 907–938, 2001, doi: 10.1016/S0263-8231(01)00038-6.
- [29] European Committee for Standardization [CEN], prEN 1993– 1–5, Eurocode 3: Design of steel structures – Part 1–5: Plated structural elements, no. i. 2021.
- [30] A.M. Pawlak, T. Górny, M. Plust, P. Paczos, and J. Kasprzak, “Imperfections in thin-walled steel profiles with modified cross-sectional shapes – Current state of knowledge and preliminary studies,” Steel Compos Struct., vol. 52, no. 3, pp. 327–341, 2024, doi: 10.12989/scs.2024.52.3.327.
Uwagi
1) Opracowanie rekordu ze środków MNiSW, umowa nr POPUL/SP/0154/2024/02 w ramach programu "Społeczna odpowiedzialność nauki II" - moduł: Popularyzacja nauki (2026).
2) The project was funded by the National Science Centre, Poland, allocated on the basis of decision No. DEC-2021/43/B/ST8/00845 of 2022-05-23 – Contract No. UMO-2021/43/B/ST8/00845.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-20aeab02-a468-4d3b-9c42-6f4cb2742c93
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