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Structural behavior of steel beams strengthened with CFRP strips and cables

  • Lim, Donghwan (Department of Civil Engineering, Dongseo University)
  • Received : 2021.05.26
  • Accepted : 2021.12.29
  • Published : 2022.02.10

Abstract

In the present study, structural behavior of steel beams strengthened with CFRP strips and cables was investigated by a series of experiments. For this purpose, two groups of experimental studies were carried out: one for the beam series strengthened only with CFRP strips and the other for the steel beam series strengthened with CFRP strips and prestressed wires. From this test, it is found that the flexural stiffness and strength of the steel beams strengthened with CFRP strips and cables were significantly improved comparing to the un-strengthened one. Three failure modes such as sudden de-bonding, splitting and rupturing of CFRP strips were observed. The ultimate tensile strains of attached CFRP strips on the steel beams were noticed in the range between 8,000με and 11,000με, and this result disclose the perfect composite reaction CFRP strips and steel beams.

Keywords

Acknowledgement

This work was supported by Dongseo University, "Dongseo Frontier Project Research Fund of 2021."

References

  1. Benachour, A., Benyoucef, A., Tounsi, E.A. and Adda, B. (2008), "Interfacial stress analysis of steel beams with bonded prestressed FRP plate", Eng. Struct., 30(11), 3305-3315. https://doi.org/10.1016/j.engstruct.2008.05.007.
  2. Buyukozturk, O., Gunes, O. and Karaca, E. (2004), "Progress on understanding debonding problems in reinforced concrete and steel members strengthened using FRP composites", Constr. Build. Mater., 18(1), 9-19. https://doi.org/10.1016/S0950-0618(03)00094-1.
  3. Colombi, P. (2006), "Reinforcement delamination of metallic beams strengthened by FRP strips:fracture mechanics based approach", Eng. Fracture Mech., 73(14), 1980-1995. https://doi.org/10.1016/j.engfracmech.2006.03.011.
  4. Czaderski, C. and Rabinovitch, O. (2010), "Structural behavior and inter-layer displacements in CFRP plated steel beams-optical measurements, analysis, and comparative verification", Compos. B. Eng., 41(4), 276-286. https://doi.org/10.1016/j.compositesb.2010.03.002.
  5. Deng, J. and Lee, M.M.K. (2007), "Behaviour under static loading of metallic beams reinforced with a bonded CFRP Plate", Compos. Struct., 78(2), 232-242. https://doi.org/10.1016/j.compstruct.2005.09.004.
  6. Deng, J., Lee, M.M.K. and Moy, S.S.J. (2004), "Stress analysis of steel beams reinforced with a bonded CFRP plate", Compos. Struct., 65(2), 205-215. https://doi.org/10.1016/j.compstruct.2003.10.017.
  7. Doroudi, Y., Fernando, D., Hosseini, A. and Ghafoori, E. (2021), "Behavior of cracked steel plates strengthened with adhesively bonded CFRP laminates under fatigue loading: Experimental and analytical study", Compos. Struct., 266(15), 113816. https://doi.org/10.1016/j.compstruct.2021.113816.
  8. Ghafoori, E. (2013), "Interfacial stresses in beams strengthened with prestressed plates", Eng. Struct., 46, 508-510. https://doi.org/10.1016/j.engstruct.2012.08.011.
  9. Hosseini, A., Ghafoori, E., Wellauer, M., Sadeghi Marzaleh, A. and Motavalli, M. (2018) "Short-term bond behavior and debonding capacity of prestressed CFRP composites to steel substrate", Eng. Struct., 176, 935-947. https://doi.org/10.1016/j.engstruct.2018.09.025.
  10. Martinelli, E. (2021), "A general numerical model for simulating the long term response of two-layer composite systems in partial iteraction", Compos. Struct., 257. 112929. https://doi.org/10.1016/j.compstruct.2020.112929.
  11. Martinelli, E., Hosseini, A., Ghafoori, E. and Motavalli, M. (2019), "Behavior of prestressed CFRP plates bonded to steel substrate: numerical modeling and experimental validation", Compos. Struct, 207, 974-984. https://doi.org/10.1016/j.compstruct.2018.09.023.
  12. Narmashiri, K. and Jumaat M.Z. (2011), "Reinforced steel Ibeams:a comparison between 2D and 3D simulation", Simul. Model. Pract. Theory, 19, 564-585. https://doi.org/10.1016/j.simpat.2010.08.012.
  13. Narmashiri, K., Ramli Sulong, N. and Zamin Jumaat, M. (2012), "Failure analysis and structural behavior strengthened steel Ibeams", Constr. Build. Mater., 30, 1-9. https://doi.org/10.1016/j.conbuildmat.2011.11.009.
  14. Piatek, B. and Siwowski, T. (2016), "Investigation of strengthening effectiveness of reinforced concrete bridge with prestressed CFRP strips", Roads Bridge, 15, 301-314.
  15. Siwowski, T.W. and Siwowski, P. (2018), "Experimental study on CFRP-strengthened steel beams", Compos. B. Eng., 149(15), 12-21. https://doi.org/10.1016/j.compositesb.2018.04.060.
  16. Soudki, K., Schumacher, A. and Motavalli, M. (2009), "Flexural strengthening of a steel beam with prestressed stripspreliminary investigation", In Proceedings of the 9th International Symposium on Fiber Reinforced Polymer Reinforcement for Concrete Structures (FRPRCS'09).
  17. Taljstern, B., Hansen, C.S. and Schmidt, J.W. (2009), "Strengthening of old metallic structures in fatigue with prestressed and non-prestressed CFRP laminates", Construct. Build. Mater., 23(4), 1665-1677. https://doi.org/10.1016/j.conbuildmat.2008.08.001.