Technical Papers
Aug 13, 2018

Long-Term Bond Durability of Fiber-Reinforced Polymer Bars Embedded in Seawater Sea-Sand Concrete under Ocean Environments

Publication: Journal of Composites for Construction
Volume 22, Issue 5

Abstract

This paper presents an experimental study on the bond durability of basalt fiber–reinforced polymer (BFRP) bars, steel–fiber reinforced polymer (FRP) composite bars (SFCB), and steel bars embedded in seawater sea-sand concrete (SWSSC) and subject to a simulated ocean environment. The effects of the environment type, exposure period (i.e., 3, 6, and 9 months), and reinforcement type on bond durability were investigated. The degradation mechanism was analyzed using scanning electron microscopy (SEM). The test results showed that after being conditioned, the failure mode changed from shear failure at the BFRP rib-concrete occlusal interface to the peeling of the BFRP surface. For the BFRP bars, after 9 months of aging, the bond stress retention was 92% in the wet-dry cycling environment and 78% in the immersion environment. For the SFCBs, after 9 months of aging, the retention in the wet-dry cycling environment was 100% and that in the immersion environment was 90%. For the steel bars, although there was no reduction in bond strength, pitting corrosion was observed at the bar surface. The predicted bond stress retention of BFRP bars embedded in SWSSC after 50 years of service life in various environmental conditions ranged from 47% to 83%.

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Acknowledgments

The authors would like to acknowledge financial support from the National Natural Science Foundation of China (51525801 and 51478106), the National Key Research and Development Program of China (2016YFC0701400), and the Australian Research Council (ARC) through an ARC Discovery Grant (DP160100739).

References

ACI (American Concrete Institute). 2001. Protection of metals in concrete against corrosion. ACI 222R-01. Farmington Hills, MI: ACI.
Architectural Institute of Japan. 1993. Japanese architectural standard specification for reinforced concrete work. JASS 5, 10th ed. Tokyo: Architectural Institute of Japan.
ASTM. 2006. Standard test method for tensile properties of fiber reinforced polymer matrix composite bars. ASTM D7205/D7205M-06. West Conshohocken, PA: ASTM.
Can, Y. Q. 2010. “Study on the axial compression and hysteretic behavior of steel-GFRP-seasand concrete columns based on unified theory.” [In Chinese.] M.E. dissertation, School of Civl Engineering, Harbin Institute of Technology.
Cui, M. 2015. “Mechanical performance of marine sand and seawater concrete and bending properties of FRP bars: Marine sand and seawater concrete beams.” [In Chinese.] M.E. dissertation, College of Aerospace and Civil Engineering, Harbin Engineering Univ.
Dong, Z., G. Wu, and Y. Xu. 2016a. “Bond and flexural behavior of sea sand concrete members reinforced with hybrid steel-composite bars presubjected to wet-dry cycles.” J. Compos. Constr. 21 (2): 04016095. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000749.
Dong, Z., G. Wu, and Y. Xu. 2016b. “Experimental study on the bond durability between steel-FRP composite bars (SFCBs) and sea sand concrete in ocean environment.” Constr. Build. Mater. 115: 277–284. https://doi.org/10.1016/j.conbuildmat.2016.04.052.
Feng, P., J. Wang, X. Zhang, L. P. Ye, and Q. R. Yue. 2014. “Development and innovation on combining FRP and sea sand concrete for structures.” [In Chinese.] Fiber Reinf. Plast./Compos. 12 (1): 13–18.
fib (International Federation for Structural Concrete). 2007. FRP reinforcement in RC structures. Lausanne, Switzerland: fib.
Gooranorimi, O., and A. Nanni. 2017. “GFRP reinforcement in concrete after 15 years of service.” J. Compos. Constr. 21 (5): 04017024. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000806.
Hassan, M., B. Benmokrane, A. ElSafty, and A. Fam. 2016. “Bond durability of basalt-fiber-reinforced-polymer (BFRP) bars embedded in concrete in aggressive environments.” Compos. Part B Eng. 106: 262–272. https://doi.org/10.1016/j.compositesb.2016.09.039.
JSCE (Japan Society of Civil Engineers). 1995. Test method for bond strength of continuous fiber reinforcing materials by pull-out testing. JSCE-E 539-1995. Tokyo: JSCE.
Khanfour, M. A., and A. El Refai. 2017. “Effect of freeze-thaw cycles on concrete reinforced with basalt-fiber reinforced polymers (BFRP) bars.” Constr. Build. Mater. 145: 135–146. https://doi.org/10.1016/j.conbuildmat.2017.03.237.
Li, S. W., and L. J. Li. 2013. “Application research progress of sea sand concrete reinforced with FRP bars.” [In Chinese.] Ind. Constr. 43: 120–124.
Li, Y. L., X. L. Zhao, R. R. Singh, and S. Al-Saadi. 2016a. “Experimental study on seawater and sea sand concrete filled GFRP and stainless steel tubular stub columns.” Thin Wall Struct. 106: 390–406. https://doi.org/10.1016/j.tws.2016.05.014.
Li, Y. L., X. L. Zhao, R. R. Singh, and S. Al-Saadi. 2016b. “Tests on seawater and sea sand concrete-filled CFRP, BFRP and stainless steel tubular stub columns.” Thin Wall Struct. 108: 163–184. https://doi.org/10.1016/j.tws.2016.08.016.
Ministry of Communications. 2005. Test methods of aggregate for highway engineering. [In Chinese.] JTG E42-2005. Beijing: Ministry of Communications.
Ministry of Construction. 2006. Standard for technical requirements and test method of sand and crushed stone (or gravel) for ordinary concrete. [In Chinese.] JGJ 52-2006. Beijing: Ministry of Construction.
Robert, M., and B. Benmokrane. 2013. “Combined effects of saline solution and moist concrete on long-term durability of GFRP reinforcing bars.” Constr. Build. Mater. 38: 274–284. https://doi.org/10.1016/j.conbuildmat.2012.08.021.
Teng, J. G. 2014. “Performance enhancement of structures through the use of fibre-reinforced polymer (FRP) composites.” In Proc., 23rd Australasian Conf. on the Mechanics of Structures and Materials (ACMSM23). Lismore, Australia: Southern Cross Univ.
Teng, J. G., T. Yu, J. G. Dai, and G. M. Chen. 2011. “FRP composites in new construction: Current status and opportunities.” In Proc., 7th National Conf. on FRP Composites in Infrastructure. Hangzhou, China: Supplementary Issue of Industrial Construction.
Wang, X., G. Wu, Z. Wu, Z. Dong, and Q. Xie. 2014. “Evaluation of prestressed basalt fiber and hybrid fiber reinforced polymer tendons under marine environment.” Mater. Des. 64: 721–728. https://doi.org/10.1016/j.matdes.2014.07.064.
Wang, Z., X. L. Zhao, G. Xian, G. Wu, R. S. Raman, and S. Al-Saadi. 2017a. “Durability study on interlaminar shear behaviour of basalt-, glass- and carbon-fibre reinforced polymer (B/G/CFRP) bars in sea water sea sand concrete environment.” Constr. Build. Mater. 156: 985–1004. https://doi.org/10.1016/j.conbuildmat.2017.09.045.
Wang, Z., X. L. Zhao, G. Xian, G. Wu, R. S. Raman, S. Al-Saadi, and A. Haque. 2017b. “Long-term durability of basalt-and glass-fibre reinforced polymer (BFRP/GFRP) bars in seawater and sea sand concrete environment.” Constr. Build. Mater. 139: 467–489. https://doi.org/10.1016/j.conbuildmat.2017.02.038.
Wu, G., Z. Q. Dong, X. Wang, Y. Zhu, and Z. S. Wu. 2014. “Prediction of long-term performance and durability of BFRP bars under the combined effect of sustained load and corrosive solutions.” J. Compos. Constr. 19 (3): 04014058. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000517.
Wu, G., Z. S. Wu, Y. B. Luo, Z. Y. Sun, and X. Q. Hu. 2010. “Mechanical properties of steel-FRP composite bar under uniaxial and cyclic tensile loads.” J. Mater. Civ. Eng. 22 (10): 1056–1066. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000110.
Xie, Y., K. Guan, and L. Lai. 2016. “Effect of chloride on tensile and bending capacities of basalt FRP mesh reinforced cementitious thin plates under indoor and marine environments.” Int. J. Polym. Sci. 2016: 7162313. https://doi.org/10.1155/2016/7162313.
Younis, A., U. Ebead, and A. Nanni. 2016. “Applicability of using seawater accompanied by FRP reinforcement in concrete structures: A perspective.” In Proc., 9th Int. Structural Engineering and Construction Conf. Valencia, Spain: International Structural Engineering and Construction Society Press.
Zha, X. X., Y. Q. Can, X. L. Wang, and S. T. Zhong. 2010. “Investigation of steel-FRP-sea sand concrete stubs under axial compressive loading.” [In Chinese.] Supplement, Build. Struct. S2: 351–354.

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Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 22Issue 5October 2018

History

Received: Sep 11, 2017
Accepted: May 1, 2018
Published online: Aug 13, 2018
Published in print: Oct 1, 2018
Discussion open until: Jan 13, 2019

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Authors

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Zhi-Qiang Dong [email protected]
Lecturer, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 211189, China. Email: [email protected]
Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 211189, China (corresponding author). Email: [email protected]
Xiao-Ling Zhao, F.ASCE [email protected]
Professor, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia. Email: [email protected]
Jin-Long Lian
Master, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 211189, China.

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