References
[1]. M. Robert, P. Cousin, B. Benmokrane, Durability of GFRP reinforcing bars embedded in moist concrete, J. Compos. Construct. 13 (2) (2009) 66–73.
[2]. Wang W, Xue W. C. Accelerated aging tests for evaluations of tensile properties of GFRP rebars exposed to alkaline solution [J]. Journal of Building Materials, 2012,15:760-766.
[3]. Y. Pan, D. Yan, Study on the durability of GFRP bars and carbon/glass hybrid fiber reinforced polymer (HFRP) bars aged in alkaline solution, Compos. Struct. 261 (2020), 113285.
[4]. M.A. Rifai, H. El-Hassan, T. El-Maaddawy, F. Abed, Durability of basalt FRP reinforcing bars in alkaline solution and moist concrete environments, Constr. Build. Mater. 243 (2020), 118258,
[5]. Hamed Fergani, Benedetti Di, Mias Matteo, Cristina Oller, Cyril Lynsdale, Durability and degradation mechanisms of GFRP reinforcement subjected to severe environments and sustained stress, Construct. Build. Mater. 170 (2018) 637–648.
[6]. Y. Chen, J.F. Davalos, I. Ray, Durability prediction for GFRP reinforcing bars using short-term data of accelerated aging tests, J. Compos. Construct. 10 (4) (2006) 279–286.
[7]. W. Wu, X. He, W. Yang, L. Dai, Y. Wang, J. He, Long-time durability of GFRP bars in the alkaline concrete environment for eight years, Constr. Build. Mater. 314 (2022), 125573.
[8]. A. Manalo, G. Maranan, B. Benmokrane, P. Cousin, O. Alajarmeh, W. Ferdous, R. Liang, G. Hota, Comparative durability of GFRP composite reinforcing bars in concrete and in simulated concrete environments, Cem. Concr. Compos. 109 (2020) 103564,
[9]. B. Benmokrane, M. Hassan, M. Robert, P.V. Vijay, A. Manalo, Effect of different constituent fiber, resin, and sizing combinations on alkaline resistance of basalt, carbon, and glass FRP bars, J. Compos. Construct. 24 (3) (2020) 101–108.
[10]. B. Benmokrane, M. Hassan, M. Robert, P.V. Vijay, A. Manalo, Effect of different constituent fiber, resin, and sizing combinations on alkaline resistance of basalt, carbon, and glass FRP bars, J. Compos. Construct. 24 (3) (2020) 101–108.
[11]. Montaigu M, Robert M, Ahmed E, Benmokrane B. Durability performance of new GFRP dowels for concrete pavement. J Compos Construct 2013;17(2):176–87.
[12]. Guangyan Feng, Deju Zhu, Shuaicheng Guo, Md Zillur Rahman, Zuquan Jin, Caijun Shi. A review on mechanical properties and deterioration mechanisms of FRP bars under severe environmental and loading conditions, Cement and Concrete Composites.134 (2022) 104758.
[13]. W. Nelson, Accelerated Testing: Statistical Models, Test Plans, and Data Analyses, Wiley, New York, 1990.
[14]. K.K. Phani, N.R. Bose, Temperature dependence of hydrothermal ageing of CSMLaminate during water immersion, Compos. Sci. Technol. 29 (2) (1987) 79–87.
[15]. G. Wu, Z.Q. Dong, X. Wang, Y. Zhu, 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. Construct. 19 (3) (2015), 04014058.
[16]. L.C. Bank, T.R. Gentry, B.P. Thompson, J.S. Russell, A model specification for FRP composites for civil engineering structures, Construct. Build. Mater. 17 (6/7) (2003) 405–437.
[17]. J.F. Davalos, Y. Chen, I. Ray, Long-term durability prediction models for GFRP bars in concrete environment, J. Compos. Mater. 46 (16) (2012) 1899–1914.
[18]. F.E. Tannous, H. Saadatmanesh, Environmental effects on the mechanical properties of E-glass FRP rebars, ACI Mater. J. 95 (1998) 87–100.
[19]. Y. Li, S. Yin, Y. Lu, C. Hu, Experimental investigation of the mechanical properties of BFRP bars in coral concrete under high temperature and humidity, Construct. Build. Mater. 259 (2020), 120591.
[20]. Z. Dong, G. Wu, X. L. Zhao, Z. K. Wang, A refined prediction method for the long term performance of BFRP bars serviced in field environments, Construct. Build. Mater. 155 (2017) 1072–1080.
Cite this article
Zhou,Z. (2023). A Review on Durability Analysis of FRP Bars based on Different Factors in Alkaline Environment. Applied and Computational Engineering,25,9-15.
Data availability
The datasets used and/or analyzed during the current study will be available from the authors upon reasonable request.
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References
[1]. M. Robert, P. Cousin, B. Benmokrane, Durability of GFRP reinforcing bars embedded in moist concrete, J. Compos. Construct. 13 (2) (2009) 66–73.
[2]. Wang W, Xue W. C. Accelerated aging tests for evaluations of tensile properties of GFRP rebars exposed to alkaline solution [J]. Journal of Building Materials, 2012,15:760-766.
[3]. Y. Pan, D. Yan, Study on the durability of GFRP bars and carbon/glass hybrid fiber reinforced polymer (HFRP) bars aged in alkaline solution, Compos. Struct. 261 (2020), 113285.
[4]. M.A. Rifai, H. El-Hassan, T. El-Maaddawy, F. Abed, Durability of basalt FRP reinforcing bars in alkaline solution and moist concrete environments, Constr. Build. Mater. 243 (2020), 118258,
[5]. Hamed Fergani, Benedetti Di, Mias Matteo, Cristina Oller, Cyril Lynsdale, Durability and degradation mechanisms of GFRP reinforcement subjected to severe environments and sustained stress, Construct. Build. Mater. 170 (2018) 637–648.
[6]. Y. Chen, J.F. Davalos, I. Ray, Durability prediction for GFRP reinforcing bars using short-term data of accelerated aging tests, J. Compos. Construct. 10 (4) (2006) 279–286.
[7]. W. Wu, X. He, W. Yang, L. Dai, Y. Wang, J. He, Long-time durability of GFRP bars in the alkaline concrete environment for eight years, Constr. Build. Mater. 314 (2022), 125573.
[8]. A. Manalo, G. Maranan, B. Benmokrane, P. Cousin, O. Alajarmeh, W. Ferdous, R. Liang, G. Hota, Comparative durability of GFRP composite reinforcing bars in concrete and in simulated concrete environments, Cem. Concr. Compos. 109 (2020) 103564,
[9]. B. Benmokrane, M. Hassan, M. Robert, P.V. Vijay, A. Manalo, Effect of different constituent fiber, resin, and sizing combinations on alkaline resistance of basalt, carbon, and glass FRP bars, J. Compos. Construct. 24 (3) (2020) 101–108.
[10]. B. Benmokrane, M. Hassan, M. Robert, P.V. Vijay, A. Manalo, Effect of different constituent fiber, resin, and sizing combinations on alkaline resistance of basalt, carbon, and glass FRP bars, J. Compos. Construct. 24 (3) (2020) 101–108.
[11]. Montaigu M, Robert M, Ahmed E, Benmokrane B. Durability performance of new GFRP dowels for concrete pavement. J Compos Construct 2013;17(2):176–87.
[12]. Guangyan Feng, Deju Zhu, Shuaicheng Guo, Md Zillur Rahman, Zuquan Jin, Caijun Shi. A review on mechanical properties and deterioration mechanisms of FRP bars under severe environmental and loading conditions, Cement and Concrete Composites.134 (2022) 104758.
[13]. W. Nelson, Accelerated Testing: Statistical Models, Test Plans, and Data Analyses, Wiley, New York, 1990.
[14]. K.K. Phani, N.R. Bose, Temperature dependence of hydrothermal ageing of CSMLaminate during water immersion, Compos. Sci. Technol. 29 (2) (1987) 79–87.
[15]. G. Wu, Z.Q. Dong, X. Wang, Y. Zhu, 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. Construct. 19 (3) (2015), 04014058.
[16]. L.C. Bank, T.R. Gentry, B.P. Thompson, J.S. Russell, A model specification for FRP composites for civil engineering structures, Construct. Build. Mater. 17 (6/7) (2003) 405–437.
[17]. J.F. Davalos, Y. Chen, I. Ray, Long-term durability prediction models for GFRP bars in concrete environment, J. Compos. Mater. 46 (16) (2012) 1899–1914.
[18]. F.E. Tannous, H. Saadatmanesh, Environmental effects on the mechanical properties of E-glass FRP rebars, ACI Mater. J. 95 (1998) 87–100.
[19]. Y. Li, S. Yin, Y. Lu, C. Hu, Experimental investigation of the mechanical properties of BFRP bars in coral concrete under high temperature and humidity, Construct. Build. Mater. 259 (2020), 120591.
[20]. Z. Dong, G. Wu, X. L. Zhao, Z. K. Wang, A refined prediction method for the long term performance of BFRP bars serviced in field environments, Construct. Build. Mater. 155 (2017) 1072–1080.