A COMPREHENSIVE LITERATURE SURVEY ON THE CORROSION RESISTANT TECHNIQUES USED FOR THE STEEL BEAMS
Keywords:
Steel Corrosion, Fiber Reinforced PolymerAbstract
Due to the extreme circumstances to which our infrastructure is constantly subjected, its eventual deterioration is inevitable. Steel bridges and other outdoor constructions are particularly vulnerable to corrosion because of their constant exposure to the elements. All of these ageing buildings cannot be replaced immediately because of financial and other limitations. Because of this, it is crucial that they be rehabilitated successfully. The need to reinforce structural components is universal in the modern era. Therefore, FRP reinforcement seems to be a useful option for such retrofitting. While there are a number of case studies available for using FRP to reinforce concrete buildings, its application to steel presents certain challenges. Researchers have found a promising new use for the Carbon Fiber Reinforced Polymer (CFRP) in the fortification of steel structures, in particular steel beams.
References
Bastani, A., Adesina, A., Das, S., & Lawn, D. (2020). Rehabilitation of Steel I-Beam with Basalt Fiber Reinforced Polymer. Structures Congress 2020 - Selected Papers from the Structures Congress 2020, August, 260–272. https://doi.org/10.1061/9780784482896.025
Desouky, M. (2021). slabs using steel. July. https://doi.org/10.1911/182
Ghafoori, E., & Motavalli, M. (2015). Normal, high and ultra-high modulus carbon fiber-reinforced polymer laminates for bonded and un-bonded strengthening of steel beams. Materials and Design, 67, 232–243. https://doi.org/10.1016/j.matdes.2014.11.031
Gharabude, S., & Hosur, V. I. (2020). Strengthening of Steel Beams against Lateral Buckling and Lateral Torsional Buckling. June, 2522–2528.
Hong, M. S., Park, Y., Kim, J. G., & Kim, K. (2019). Effect of incorporating MoS2 in organic coatings on the corrosion resistance of 316L stainless steel in a 3.5% NaCl solution. Coatings, 9(1). https://doi.org/10.3390/coatings9010045
Kianmofrad, F., Ghafoori, E., Elyasi, M. M., Motavalli, M., & Rahimian, M. (2017). Strengthening of metallic beams with different types of pre-stressed un-bonded retrofit systems. Composite Structures, 159, 81–95. https://doi.org/10.1016/j.compstruct.2016.09.020
Manalo, A., Sirimanna, C., Karunasena, W., McGarva, L., & Falzon, P. (2016). Pre-impregnated carbon fibre reinforced composite system for patch repair of steel I-beams. Construction and Building Materials, 105, 365–376. https://doi.org/10.1016/j.conbuildmat.2015.12.172
Siwowski, T. W., & Siwowska, P. (2018). Experimental study on CFRP-strengthened steel beams. Composites Part B: Engineering, 149, 12–21. https://doi.org/10.1016/j.compositesb.2018.04.060
Wang, R., Ajit Shenoi, R., & Sobey, A. (2018). Ultimate strength assessment of plated steel structures with random pitting corrosion damage. Journal of Constructional Steel Research, 143, 331–342. https://doi.org/10.1016/j.jcsr.2018.01.014
Wu, B., Cao, J. L., & Kang, L. (2018). End patch loading behavior and strengthening of locally corroded steel I-beams. Journal of Constructional Steel Research, 148, 371–382. https://doi.org/10.1016/j.jcsr.2018.05.029