PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Powiadomienia systemowe
  • Sesja wygasła!
  • Sesja wygasła!
Tytuł artykułu

Bending behaviour of thin-walled perforated channel beams with modified cross-sectional shape – Part 1: experimental tests and FSM

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The subject of this study is thin-walled channel sections with a modified cross-sectional shape. The investigation involved six beams, three of which had perforations on the web, while the other three had a flat, solid web. The beams were subjected to four-point bending tests. Experimental tests were conducted using both electronic and optical methods, with a test setup specifically designed for this investigation. Additionally, numerical analyses were performed using the finite strip method. The primary objective of the research was to determine the impact of web perforations on the strength and stability of the bent beams. The perforation of the web also resulted in a reduction in the overall weight of the structure, thereby decreasing material consumption. Based on the research, the critical forces and maximum forces at which total loss of load-bearing capacity occurred were determined. Furthermore, the buckling modes of the beams were identified. The study revealed that the critical and maximum forces for beams with perforated webs were lower compared to beams with a flat, solid web. However, the significant reduction in weight for the perforated beams suggests that their use remains advantageous. The results of FEM and analytical analyses, essential for modelling and understanding complex behaviours in thin-walled structures, will be presented in the second part of this publication to maintain clarity and accessibility.
Rocznik
Strony
art. no. e153830
Opis fizyczny
Bibliogr. 27 poz., fot., rys., tab., wykr.
Twórcy
autor
  • Poznan University of Technology, Institute of Applied Mechanics, Jana Pawła II 24, 60-965 Poznań, Poland
  • Poznan University of Technology, Institute of Applied Mechanics, Jana Pawła II 24, 60-965 Poznań, Poland
  • Poznan University of Technology, Institute of Applied Mechanics, Jana Pawła II 24, 60-965 Poznań, Poland
  • Poznan University of Technology, Institute of Applied Mechanics, Jana Pawła II 24, 60-965 Poznań, Poland
Bibliografia
  • [1] A.M. Pawlak, T. Górny, Ł. Dopierała, and P. Paczos, “The Use of CFRP for Structural Reinforcement – Literature Review,” Metals (Basel), vol. 12, no. 9, p. 1470, Sep. 2022, doi: 10.3390/met12091470.
  • [2] 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.
  • [3] A. Shahbazian and Y.C. Wang, “Direct Strength Method for calculating distortional buckling capacity of cold-formed thinwalled steel columns with uniform and non-uniform elevated temperatures,” Thin-Walled Struct., vol. 53, pp. 188–199, 2012, doi: 10.1016/j.tws.2012.01.006.
  • [4] Q.Y. Li and B. Young, “Structural performance of coldformed steel built-up section beams under non-uniform bending,” J. Constr. Steel Res., vol. 189, p. 107050, 2022, doi: 10.1016/j.jcsr.2021.107050.
  • [5] P. Zhang and M.S. Alam, “Compression tests of thin-walled coldformed steel columns with Σ-shaped sections and patterned perforations distributed along the length,” Thin-Walled Struct., vol. 174, p. 109082, 2022, doi: 10.1016/j.tws.2022.109082.
  • [6] M. Obst, M. Rodak, and P. Paczos, “Limit load of Cold formed thin-walled nonstandard channel beams,” J. Theor. Appl. Mech. (Poland), vol. 54, no. 4, pp. 1369–1377, 2016, doi: 10.15632/jtam-pl.54.4.1369.
  • [7] 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.
  • [8] M.T. Chen, B. Young, A.D. Martins, D. Camotim, and P.B. Dinis, “Experimental investigation on cold-formed steel lipped channel beams affected by local-distortional interaction under non-uniform bending,” Thin-Walled Struct., vol. 161, p. 107494, 2021, doi: 10.1016/j.tws.2021.107494.
  • [9] X. Yao, “EWM-based design method for distortional buckling of cold-formed thin-walled lipped channel sections with holes,” Math. Bio. Eng., vol. 19, no. 1, pp. 972–996, 2022, doi: 10.3934/mbe.2022045.
  • [10] G.C. de Salles, E. de M. Batista, and D.C.T. Cardoso, “Explicit equations for anti-symmetric distortional buckling of thinwalled lipped channel columns,” Thin-Walled Struct., vol. 176, p. 109325, 2022, doi: 10.1016/j.tws.2022.109325.
  • [11] 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.
  • [12] D. Akchurin, C. Ding, Y. Xia, H.B. Blum, B.W. Schafer, and Z. Li, “Instability-driven family optimization of cold-formed steel lipped-channel cross-sections with strength and stiffness constraints,” Thin-Walled Struct., vol. 192, p. 111118, 2023, doi: 10.1016/j.tws.2023.111118.
  • [13] D.S. Khazaal, H.M. AL-Khafaji, and I.A. Abdulsahib, “Parametric Study on Buckling Behavior of Aluminum Alloy Thin-Walled Lipped Channel Beam with Perforations Subjected to Combined Loading,” Eng. Technol. J., vol. 39, no. 1A, pp. 89–103, 2021, doi: 10.30684/etj.v39i1a.1710.
  • [14] N.T. Yu, X.H. Huang, X.H. Xu, Z.M. Chen, and W. Bin Yuan, “An Analytical Solution for Lateral-Torsional Buckling Resistance of Perforated Cold-Formed Steel Channel Beams with Circular Holes in Web,” Int. J. Struct. Stab. Dyn., vol. 22, no. 16, p. 2250188, 2022, doi: 10.1142/S0219455422501887.
  • [15] J.S. Rajkannu and S.A. Jayachandran, “Flexural-torsional buckling strength of thin-walled channel sections with warping restraint,” J. Constr. Steel Res., vol. 169, p. 106041, 2020, doi: 10.1016/j.jcsr.2020.106041.
  • [16] H. Muteb and N. Alshareef, “Lateral-torsional buckling of thinwaaled sheet used as cold-formed beam,” Iraqi J. Mech. Mater. Eng., vol. 22, no. 4, 2023. doi: 10.13140/RG.2.2.10432.51208.
  • [17] D. Visy, M. Szedlák, B.B. Geleji, and S. Ádány, “Flexural buckling of thin-walled lipped channel columns with slotted webs: Numerical and analytical studies,” Eng. Struct., vol. 197, p. 109399, 2019, doi: 10.1016/j.engstruct.2019.109399.
  • [18] L. Wang, M. Hu, and B. Young, “Tests of aluminum alloy perforated built-up sections subjected to bending,” ThinWalled Struct., vol. 158, p. 107136, 2021, doi: 10.1016/j.tws.2020.107136.
  • [19] N. Ting Yu, B. Kim, L. Yuan Li, W. Jian Hong, and W. Bin Yuan, “Distortional buckling of perforated cold-formed steel beams subject to uniformly distributed transverse loads,” ThinWalled Struct., vol. 148, p. 106569, 2020, doi: 10.1016/j.tws.2019.106569.
  • [20] J. Kasprzak and P. Paczos, “Numerical and experimental validation of a test stand of cold-formed thin-walled beams,” Modelowanie Inżynierskie, vol. 11, no. 42, pp. 209–216, 2011.
  • [21] X.H. Huang, L. Bai, J. Yang, F.L. Wang, J. Zhu, and Q.F. Liu, “Distortional-buckling analysis of channel sections with web stiffened by longitudinal ribs subjected to axial compression or bending,” Thin-Walled Struct., vol. 144, p. 106322, 2019, doi: 10.1016/j.tws.2019.106322.
  • [22] M. Grenda and P. Paczos, “Experimental and numerical study of local stability of non-standard thin-walled channel beams,” J. Theor. Appl. Mech. (Poland), vol. 57, no. 3, pp. 549–562, 2019, doi: 10.15632/jtam-pl/109601.
  • [23] C. Szymczak and M. Kujawa, “Buckling and initial post-local buckling behaviour of cold-formed channel member flange,” Thin-Walled Struct., vol. 137, pp. 177–184, 2019, doi: 10.1016/j.tws.2019.01.011.
  • [24] Y. Zhang, and X. Zhuang, “Cracking elements: A selfpropagating Strong Discontinuity embedded Approach for quasibrittle fracture,” Finite Elem. Anal. Des., vol. 144, pp. 84–100, 2018, doi: 10.1016/j.finel.2017.10.007.
  • [25] N.H. Abu-Hamdeh, K. Daqrouq, 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. 6626232, 2021, doi: 10.1155/2021/6626232.
  • [26] Y. Zhang, J. Huang, Y. Yuan, and H.A. Mang, “Cracking elements method with a dissipation-based arc-length approach,” Finite Elem. Anal. Des., vol. 195, p. 103573, 2021, doi: 10.1016/ j.finel.2021.103573.
  • [27] http://zaprom.pl/fundusze-ue/
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa nr POPUL/SP/0154/2024/02 w ramach programu "Społeczna odpowiedzialność nauki II" - moduł: Popularyzacja nauki (2025).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-2683e0f2-c054-49bf-a28c-cc57d551c9d9
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.