Mathematical Analysis on the Durability of Basalt Rebars in Acidic Environment

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Fiber reinforced polymer materials have been used as the alternative to conventional steel reinforcement within the construction industry. While Basalt fiber reinforced polymers (BFRP) have shown improved mechanical properties and durability performance compared to conventional steel, it is not immune to degradation and corrosion when subjected to harsh environments. As such, significant studies have been conducted to simulate the mechanical properties of BFRP bars under degradation when subject to different hostile substances. However, there is no standardized conclusion for the performance of BFRP under an acidic environment and in-depth microstructure evaluation as the degradation of BFRP is influenced by myriad factors. This study aimed to produce a Response Surface Methodology (RSM) model to study the effect of pH, temperature, and immersion time on the tensile strength and elastic modulus. Data from existing literature involving acid emersion of BFRP were collected and modelled using RSM to present an overview of the degradation behavior of BFRP. In addition, a synthesis of the microstructure of BFRP reinforcing bars exposed to the acidic environment was evaluated by referring to SEM and EDX. It was concluded that the tensile strength loss due to corrosion was affected by temperature and immersion time in a linear function. On the other hand, tensile strength drop occurred exponentially as an acid with higher pH was used. Hence, the paper revealed the influence of various factors on the corrosion rate of the BFRP rebar.

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25-34

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March 2023

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© 2023 Trans Tech Publications Ltd. All Rights Reserved

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[1] S. Chandra Paul, "A Review on Reinforcement Corrosion Mechanism and Measurement Methods in Concrete," Civ. Eng. Res. J., vol. 5, no. 3, 2018.

DOI: 10.19080/cerj.2018.05.555661

Google Scholar

[2] S. R. A. Saupi, M. A. Sulaiman, and M. N. Masri, "Effects of Soil Properties to Corrosion of Underground Pipelines: A Review," J. Trop. Resour. Sustain. Sci., vol. 3, no. May, p.14–18, 2015.

DOI: 10.47253/jtrss.v3i1.680

Google Scholar

[3] D. Pawłowski and M. Szumigała, "Flexural Behaviour of Full-scale Basalt FRP RC Beams – Experimental and Numerical Studies," Procedia Eng., vol. 108, p.518–525, 2015.

DOI: 10.1016/j.proeng.2015.06.114

Google Scholar

[4] I. Shakir Abbood, S. aldeen Odaa, K. F. Hasan, and M. A. Jasim, "Properties evaluation of fiber reinforced polymers and their constituent materials used in structures – A review," Mater. Today Proc., vol. 43, p.1003–1008, 2021.

DOI: 10.1016/j.matpr.2020.07.636

Google Scholar

[5] J. Deng, M. M. K. Lee, B. Wan, and G. Amato, "Fibre Reinforced Polymer Composites for Structural Applications in Construction," Int. J. Polym. Sci., vol. 2017, p.1–1, 2017.

DOI: 10.1155/2017/9218529

Google Scholar

[6] M. E. Gülsan, A. Mohammedameen, M. Sahmaran, A. Nis, R. Alzeebaree, and A. çevik, "Effects of sulphuric acid on mechanical and durability properties of ECC confined by FRP fabrics," Adv. Concr. Constr., vol. 6, no. 2, p.199–220, 2018.

Google Scholar

[7] S. A. Hadigheh, R. J. Gravina, and S. T. Smith, "Effect of acid attack on FRP-to-concrete bonded interfaces," Constr. Build. Mater., vol. 152, p.285–303, Oct. 2017.

DOI: 10.1016/j.conbuildmat.2017.06.140

Google Scholar

[8] K. Protchenko, F. Zayoud, M. Urbański, and E. Szmigiera, "Tensile and Shear Testing of Basalt Fiber Reinforced Polymer (BFRP) and Hybrid Basalt/Carbon Fiber Reinforced Polymer (HFRP) Bars," Materials (Basel)., vol. 13, no. 24, p.5839, Dec. 2020.

DOI: 10.3390/ma13245839

Google Scholar

[9] K. F. Lim, "Negative pH does exist," J. Chem. Educ., vol. 83, no. 10, p.1465, 2006.

DOI: 10.1021/ed083p1465

Google Scholar

[10] A. M. Taiwo, E. Ndububa, and O. O. Kolade, "Effect of Aqueous Solutions on Tensile Strength Characteristics of Commonly Used Steel Reinforcements in Nigeria," J. Archit. Environ. Struct. Eng. Res., vol. 2, no. 2, 2019.

DOI: 10.30564/jaeser.v2i2.680

Google Scholar

[11] A. M. Alhozaimy, M. Ahmed, R. R. Hussain, and A. Al-Negheimish, "Quantitative non-linear effect of high ambient temperature on chloride threshold value for steel reinforcement corrosion in concrete under extreme boundary conditions," Materials (Basel)., vol. 14, no. 24, 2021.

DOI: 10.3390/ma14247595

Google Scholar

[12] C. Wang, L. Sui, and J. Ou, "Experimental study on the corrosion resistance of GFRPP rebar in alkali, acid and salt solutions," Adv. Mater. Res., vol. 146–147, p.1356–1360, 2011.

DOI: 10.4028/www.scientific.net/AMR.146-147.1356

Google Scholar

[13] G. Wu, Z.-Q. Dong, X. Wang, Y. Zhu, and Z.-S. Wu, "Prediction of Long-Term Performance and Durability of BFRP Bars under the Combined Effect of Sustained Load and Corrosive Solutions," J. Compos. Constr., vol. 19, no. 3, p.04014058, 2015.

DOI: 10.1061/(asce)cc.1943-5614.0000517

Google Scholar

[14] M. Chowdhury and T. C. Turin, "Variable selection strategies and its importance in clinical prediction modelling," Fam Med Com Heal., vol. 8, p.262, 2020.

DOI: 10.1136/fmch-2019-000262

Google Scholar

[15] B. W. Chong, R. Othman, P. J. Ramadhansyah, S. I. Doh, and X. Li, "Mathematical modelling of concrete compressive strength with waste tire rubber as fine aggregate," J. Mech. Eng. Sci., vol. 15, no. 3, p.8344–8355, 2021.

DOI: 10.15282/jmes.15.3.2021.12.0656

Google Scholar

[16] Z. Wang et al., "Long-term durability of basalt- and glass-fibre reinforced polymer (BFRP/GFRP) bars in seawater and sea sand concrete environment," Constr. Build. Mater., vol. 139, no. May, p.467–489, 2017.

DOI: 10.1016/j.conbuildmat.2017.02.038

Google Scholar

[17] T. Wu et al., "Enhancing effects of nahso3 on corrosion of t91 steel," J. Electrochem. Sci. Technol., vol. 11, no. 4, p.368–378, 2020.

DOI: 10.33961/JECST.2020.00997

Google Scholar