Composite Reinforcement as a Way to Increase the Durability of Building Structures

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The study of liquid corrosion of cement concrete was carried out, the results of which allow to determine the mass transfer parameters in the studied system and calculate the service life of the concrete product in environments of varying degrees of aggressiveness. Dates of the beginning of electrochemical corrosion of steel reinforcement in reinforced concrete and the achievement of the limit state of steel reinforcement in the conditions of liquid corrosion of reinforced concrete in a chloride-containing medium were mathematically calculated and experimentally established. Investigations of the corrosion resistance of fiberglass reinforcement in various environments have been carried out. The possibility of replacing steel reinforcement with fiberglass when reinforcing concrete products is considered.

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336-341

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October 2020

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© 2020 Trans Tech Publications Ltd. All Rights Reserved

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[1] V.F. Stepanova, A.Yu. Stepanov, E.P. Zhirkov, Composite polymer reinforcement, Bumazhnik, Moscow, (2013).

Google Scholar

[2] A.M. Umansky, T.A. Becker, The prospects for the use of composite reinforcement, FEFU: School of Engineering Bulletin. 11 (2012) 7-13.

Google Scholar

[3] H.A. Hejew, Y.V. Puharenko, Gypsum concrete composites reinforced with basalt fibers, Bulletin of Civil Engineers. 37 (2013) 152-156.

Google Scholar

[4] N.M. Ali, X. Wang, Z. Wu, A.Y. Hassanein, Basalt fiber reinforced polymer grids as an external reinforcement for reinforced concrete structures, Journal of reinforced plastics and composites. 34 (2015) 1615-1627.

DOI: 10.1177/0731684415594487

Google Scholar

[5] E.A. Ahmed, E.F. El-Salakawy, B. Benmokrane, Performance evaluation of glass fiber-reinforced polymer shear reinforcement for concrete beams, ACI Structural journal. 107 (2010) 53-62.

DOI: 10.14359/51663388

Google Scholar

[6] G.A. Gizdatullin, R.R. Khusainov, V.G. Khozin, N.M. Krasinikova, Strength and deformability of concrete structures reinforced with fibre-reinforced polymer bars, Magazine of Civil Engineering. 2 (2016) 32-41.

DOI: 10.5862/mce.62.4

Google Scholar

[7] Z. Lu, L. Su, J. Xie, G. Xian, B. Lu, Durability study of concrete-covered basalt fiber-reinforced polymer (BFRP) bars in marine environment, Composite structures. 225 (2019) 111650.

DOI: 10.1016/j.compstruct.2019.111650

Google Scholar

[8] M. Inman, E.R. Thorhallsson, K. Azrague, A mechanical and environmental assessment and comparison of basalt fibre reinforced polymer (BFRP) rebar and steel rebar in concrete beams, Energy Procedia. 111 (2017) 31-40.

DOI: 10.1016/j.egypro.2017.03.005

Google Scholar

[9] W.-K. Hong, H.-J. Ko, S.-C. Park, G.-T. Lim, J.-H. Kim, J.T. Kim, Reduction effect of toxic substances for apartment buildings with an ecofriendly pre-cast composite structural system, Indoor and Built Environment. 22 (2013) 110-116.

DOI: 10.1177/1420326x12469706

Google Scholar

[10] P. Archbold, G. Tharmarajah, Evaluation of corrosion-resistant basalt-fiber-reinforced polymer bars and carbon-fiber-reinforced polymer grid reinforcement to replace steel in precast concrete underground utility vaults, PCI Journal. 61 (2016) 69-76.

DOI: 10.15554/pcij61.5-02

Google Scholar

[11] H.R. Hamilton, B. Benmokrane, C.W. Dolan, M.M. Sprinkel, Polymer materials to enhance performance of concrete in civil infrastructure, Polymer reviews. 49 (2009) 1-24.

DOI: 10.1080/15583720802656153

Google Scholar

[12] Y.B. Potapov, S.A. Pinaev, A.A. Arakelyan, A.D. Barabash, Polymer-cement material for corrosion protection of reinforced concrete elements, Materials Science Forum. 871 (2016) 104-109.

DOI: 10.4028/www.scientific.net/msf.871.104

Google Scholar

[13] A.E. Naaman, Progress and prospects of FRP reinforcements: survey of expert opinions, Fibre-Reinforced Polymer Reinforcement for Concrete Structures. (2003) 25-36.

DOI: 10.1142/9789812704863_0002

Google Scholar

[14] V.F. Stepanova, Prospects of composites application in the production of concrete and reinforced concrete, Concrete Technologies. 110-111 (2015) 8-9.

Google Scholar

[15] V.N. Haruna, A.S. Abdulrahman, P.T. Zubairu, L.O. Isezuo, M.A. Abdulrahman, D.C. Onuoha, Prospects and challenges of composites in a developing country, ARPN Journal of Engineering and Applied Sciences. 7 (2014) 1069-1075.

Google Scholar

[16] S.V. Klyuev, T.A. Khezhev, Y.V. Pukharenko, A.V. Klyuev, To the question of fiber reinforcement of concrete, Materials Science Forum. 945 (2019) 25-29.

DOI: 10.4028/www.scientific.net/msf.945.25

Google Scholar

[17] D. Jacques, L. Wang, E. Martens, D. Mallants, Modeling chemical degradation of concrete during leaching with rain and soil water types, Cement and concrete research. 40 (2010) 1306-1313.

DOI: 10.1016/j.cemconres.2010.02.008

Google Scholar

[18] S.V. Fedosov, V.E. Rumayntseva, V.S. Konovalova, I.V. Karavaev, Liquid corrosion of concrete in the environment with various degree of aggressiveness, Bulletin of Civil Engineers. 63 (2017) 113-118.

Google Scholar

[19] S.V. Fedosov, V.E. Roumayntseva, I.V. Krasilnikov, V.S. Konovalova, Physical and mathematical modelling of the mass transfer process in heterogeneous systems under corrosion destruction of reinforced concrete structures, IOP Conference Series: Materials Science and Engineering. 456 (2018) 012039.

DOI: 10.1088/1757-899x/456/1/012039

Google Scholar

[20] S.V. Fedosov, V.E. Roumayntseva, I.V. Krasilnikov, V.S. Konovalova, A.S. Evsyakov, Monitoring of the penetration of chloride ions to the reinforcement surface through a concrete coating during liquid corrosion, IOP Conference Series: Materials Science and Engineering. 463 (2018) 042048.

DOI: 10.1088/1757-899x/463/4/042048

Google Scholar

[21] N.K. Rozental, V.F. Stepanova, G.V. Chekhny, About maximum admissible content of chlorides in concrete, Construction materials. 1-2 (2017) 82-85.

Google Scholar