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Tytuł artykułu

Analysis of the Impact of Using CFRP Tapes on the Performance of Bent Thin-Walled Beams Connected with a Sandwich Panel – Pilot Studies

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Języki publikacji
EN
Abstrakty
EN
The heightening use of thin-walled steel structures necessitates the search for fast and efficient methods of their reinforcement. One solution might be the application of bonded composite tapes. The author of the work has conducted a number of studies so far, which showed a beneficial effect of the use of bonded composite tapes to limit displacements and strains of bent thin-walled sigma beams. In practice, thin-walled steel beams of sigma section are most commonly used as purlins in steel halls, where they cooperate with the sandwich panel. To approach this issue, the present work describes pilot studies in which the effect of the use of composite tapes on the operation of bent thin-walled beams connected with a sandwich panel was analyzed. A four-point bending test was conducted on 9 thin-walled sigma beams Σ200x70x2, 3 meters long, connected with a 6 cm thick PIRTECH sandwich panel. Three samples were treated as reference, the next three were reinforced by bonding a composite tape to the lower flange of the steel beam, and the last three were reinforced by bonding a tape to the web. The conducted studies indicate that the adhesion of composite tapes to the lower flange of the thin-walled sigma beam cooperating with the sandwich panel allows for a significant reduction in beam strains and vertical displacements.
Twórcy
  • Faculty of Civil Engineering, Lublin University of Technology, ul. Nadbystrzycka 36, 20-618 Lublin, Poland
Bibliografia
  • 1. Siwowski T.W., Siwowska P. Experimental study on CFRP-strengthened steel beams, Composites Part B: Engineering 2018; 149: 12-21.
  • 2. Zhao X.-L., Zhang L. State-of-the-art review on FRP strengthened steel structures, Engineering Structures 2007; 29(8): 1808-1823.
  • 3. Peiris A., Heirik I. Steel beam strengthening with UHM CFRP strip panels, Engineering Structures 2021; 226: 111395.
  • 4. Tang H., Wang C., Wang R. Enhancing stability of thin-walled short steel channel using CFRP under eccentric compression. International Journal of Polymer Science 2016; 2016: 2790385.
  • 5. Silvestre N., Young B., Camotim D. Non-linear behavior and load-carrying capacity of CFRP- strengthened lipped channel steel columns. Engineering Structures 2008; 30(10): 2613-2630.
  • 6. Bambach M.R., Jama H.H., Elchalakani M. Axi- al capacity and design of thin-walled steel SHS strengthened with CFRP, Thin Walled Structures 2009; 47(10): 1112–1121.
  • 7. Ashvini, Subramanian S. Study on the performance of CFRP strengthened circular hollow steel sections. International Journal of Research in Engineering and Technology 2015; 4(6): 118-121.
  • 8. Szewczak I., Rzeszut K., Różyło P., Samborski S. Laboratory and numerical analysis of steel coldformed sigma beams retrofitted by bonded CFRP tapes, Materials 2020; 13(19): 1-14.
  • 9. Szewczak I., Rzeszut K., Różyło P., Snela M. Laboratory and numerical analysis of steel cold-formed sigma beams retrofitted by bonded CFRP tapes – extended research, Materials 2020; 13(21): 1-16.
  • 10. Hu L., Feng P., Gao W., Wang Y. Flexural behavior of light steel purlins reinforced by prestressed CFRP laminates, Thin-Walled Structures 2022; 174: 109125.
  • 11. Studziński R., Ciesielczyk K. Connection stiffness between thin-walled beam and sandwich panel, Journal od Sandwich Structures and Materials, 2017; 21(6).
  • 12. Kujawa M., Szymczak C. Numerical and experimental investigation of rotational stiffness of zedpurlins connection with sandwich panels, Thin-Walled Structures 2014; 75: 43-52.
  • 13. Nozaka K., Shield C K., Hajjar J.F. Effective bond length of carbon-fiber-reinforced polymer strips bonded to fatigued steel bridge I-girders, Journal of Bridge Engineering 2005, 10(2): 195-205.
  • 14. Szewczak I., Snela M., Różyło P. Investigation of an effective anchoring length of CFRP tapes used to strengthen steel thin-walled beams with a rectangular cross-section subjected to four-point bending, Materials 2023; 16(7): 1-14.
  • 15. Szewczak I., Snela M., Różyło P. Influence of adhesive layer thickness on the effectiveness of reinforcing thin-walled steel beams with CFRP tapes – A pilot study, Materials 2022; 15(23): 1-11.
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-2ad21b5e-9063-440e-8976-bf244276cafc
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