Fibrous Geopolymer Adhesive Jackets for Confining of Reinforced Concrete Columns
Keywords:
RC columns, Confinement, Geopolymer adhesive, FibersAbstract
The strengthening and rehabilitation of reinforced concrete structures is an important issue all over the world. Fiber-reinforced composites (FRC) are mainly used for the strength and rehabilitation of concrete members. However, its use is limited due to its high price and environmental effects and its adoption of epoxy as an adhesive, where epoxy is considered inefficient at high temperatures and loses most of its properties. The solution to this problem leads to the use of low-cost locally available geopolymer adhesive paste, with the possibility of adding fibers to improve the mechanical properties. This paper presents the experimental results of the circular RC columns confined by carbon fiber reinforced geopolymer adhesive (CFRGA) with fibers at geopolymer adhesive (GPA). Variables included; Geopolymer adhesive with or without fibers and type of fiber added to GPA (micro steel fibers, carbon fibers, and polypropylene fibers) with the volumetric ratio of (2%, 0.4%, 0.2%), respectively. The results where it was found that confinement by carbon fiber reinforced fibrous geopolymer adhesive improved the columns compressive strength estimated by (215%) and the axial strain improved by (268%). When adding (micro steel fibers, carbon fibers, and polypropylene fibers) to the adhesive led to an improvement in the strength of about (16.1%, 8.4%, and 7.96%) respectively, compared with the confined RC column without fibers at (GPA). Finally, confinements by carbon fiber reinforced geopolymer adhesive are more suitable for use in strengthening and rehabilitation of RC columns in areas with a hot climate.
Downloads
References
Salman, W.D. and Mansor, A.A., 2021. Fibrous geopolymer paste composites for near-surface-mounted strengthening of reinforced concrete beams in flexure. Case Studies in Construction Materials, 14, p.e00529. DOI: https://doi.org/10.1016/j.cscm.2021.e00529
Faleschini, F., Zanini, M.A., Hofer, L. and Pellegrino, C., 2020. Experimental behavior of reinforced concrete columns confined with carbon-FRCM composites. Construction and Building Materials, 243, p.118296. DOI: https://doi.org/10.1016/j.conbuildmat.2020.118296
Hadi, N.S., Oleiwi, S.M., Salman, W.D., Ibrahim, A.M. and Mansor, A.A., 2020, July. Modified geopolymer paste adhesive bond material for near surface mounted strengthening technique. In IOP Conference Series: Materials Science and Engineering (Vol. 888, No. 1, p. 012053). IOP Publishing. DOI: https://doi.org/10.1088/1757-899X/888/1/012053
Hadi, N.S., Salman, W.D. and Oleiwi, S.S.M., 2019, August. Effect of Nano-Silica and Micro Steel Fiber on Compressive Strength Development of Fly Ash Geopolymer Paste Cured Under Ambient Temperature. In IOP Conference Series: Materials Science and Engineering (Vol. 584, No. 1, p. 012010). IOP Publishing. DOI: https://doi.org/10.1088/1757-899X/584/1/012010
Del Prete, I., Bilotta, A., Bisby, L. and Nigro, E., 2018. Ambient temperature performance of cementitious matrices for fire-safe NSM FRP strengthening of concrete structures. Construction and Building Materials, 193, pp.42-54. DOI: https://doi.org/10.1016/j.conbuildmat.2018.10.174
Gamage, J.C.P.H., Wong, M.B. and Al-Mahaidi, R., 2005, December. Performance of CFRP strengthened concrete members under elevated temperatures. In Proceedings of the international symposium on bond behaviour of FRP in structures (BBFS 2005) (pp. 113-118). International Institute for FRP in Construction Hong Kong.
Hadi, N.S., Salman, W.D. and Oleiwi, S.M., 2020, March. Production of geopolymer adhesive paste material for NSM technique. In AIP Conference Proceedings (Vol. 2213, No. 1, p. 020150). AIP Publishing LLC. DOI: https://doi.org/10.1063/5.0000394
Sachet, W.H. and Salman, W.D., 2020, November. Compressive Strength Development of Slag-Based Geopolymer Paste Reinforced with Fibers Cured at Ambient Condition. In IOP Conference Series: Materials Science and Engineering (Vol. 928, No. 2, p. 022117). IOP Publishing. DOI: https://doi.org/10.1088/1757-899X/928/2/022117
Sachet, W.H., 2020. Experimental Investigation on Compressive Strength Enhancement of Geopolymer Paste Fly Ash/Slag Based Cured at Ambient Condition. Diyala Journal of Engineering Sciences, 13(2), pp.87-92. DOI: https://doi.org/10.24237/djes.2020.13211
ASTM D3039. 2015. Standard Test Method for Tensile Properties of Polymer Matrix Composite Materials, American Society for Testing and Materials, West Conshohocken,USA,
Salman, W.D. and Mansor, A.A., 2021. Confinement of concrete in double skin tubular members under axial compression loads. Asian Journal of Civil Engineering, 22(3), pp.431-442. DOI: https://doi.org/10.1007/s42107-020-00323-2
Ali, H.A. and Salman, W.D., 2019, August. Effect of void ratio of inner steel tube on compression behavior of double skin tubular column. In IOP Conference Series: Materials Science and Engineering (Vol. 584, No. 1, p. 012027). IOP Publishing. DOI: https://doi.org/10.1088/1757-899X/584/1/012027
Vincent, T. and Ozbakkloglu, T., 2013. The effect of confinement method and specimen end condition on behavior of FRP-confined concrete under concentric compression. In Applied Mechanics and Materials (Vol. 351, pp. 650-653). Trans Tech Publications Ltd. DOI: https://doi.org/10.4028/www.scientific.net/AMM.351-352.650
Ibrahim, A.M., Oukaili, N.K.A. and Salman, W.D., 2013. Flexural behavior and sustainable analysis of polymer bubbuled reinforced concrete slabs. In Fourth Asia Pacific Conference on FRP in Structures (APFIS 2013).
Published
How to Cite
Issue
Section
Copyright (c) 2021 Wissam D. Salman, Saif M. Salman
This work is licensed under a Creative Commons Attribution 4.0 International License.