Technical Papers
Aug 27, 2014

Prediction of Long-Term Performance and Durability of BFRP Bars under the Combined Effect of Sustained Load and Corrosive Solutions

Publication: Journal of Composites for Construction
Volume 19, Issue 3

Abstract

Unlike carbon-fiber-reinforced polymer (CFRP) bars and the maturely developed glass FRP (GFRP) bars, the long-term performance of the newly developed basalt-fiber reinforced polymer (BFRP) bars under severe environmental conditions remains unclear. This paper evaluates the residual tensile properties of unstressed and stressed BFRP bars exposed to four types of simulated harsh environments: alkaline solution, salt solution, acid solution, and de-ionized water at 25, 40, and 55°C. Microstructural analysis using scanning electronic microscopy (SEM) was also conducted to reveal the inherent degradation mechanism of BFRP bars in alkaline environment. The residual tensile strength of unstressed BFRP bars exposed to alkaline solution was used for long-term performance prediction based on Arrhenius theory. The results showed that the effect on the durability of BFRP bars exposed to acid, salt, and deionized water was less than that for bars exposed to alkaline solution. The effects of sustained stress on the degradation of BFRP bars were not obvious when the stress level was less than 20% of the ultimate strength, but if the stress exceeded this level, the degradation processes were accelerated. The predicted exposure time required for a reduction in strength of 50% at a mean annual temperature of 5.7°C in alkaline solution, which represents an area with a northern latitude of 50°, was estimated at approximately 16.1 years for the 6-mm BFRP bar.

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Acknowledgments

Financial support for this research was provided by the National Program on Key Basic Research (Project No. 2012CB026200), the National “Twelfth Five-Year” Plan for Science and Technology (Project Nos. 2011BAB03B09 and 2012BAK24B03), the Natural Science Foundation of Jiangsu Province, China (Project No. BK2010015), and the Fundamental Research Funds for the Central Universities (Project No. CXLXB-100).

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Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 19Issue 3June 2015

History

Received: Feb 25, 2014
Accepted: Jul 9, 2014
Published online: Aug 27, 2014
Discussion open until: Jan 27, 2015
Published in print: Jun 1, 2015

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Authors

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Professor, Southeast Univ., Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Nanjing 210096, China (corresponding author). E-mail: [email protected]
Zhi-Qiang Dong
Ph.D. Candidate, Southeast Univ., Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Nanjing 210096, China
Xin Wang
Associate Professor, Southeast Univ., Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Nanjing 210096, China.
Ying Zhu
Master, Southeast Univ., Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Nanjing 210096, China.
Zhi-Shen Wu, F.ASCE
Professor, Southeast Univ., Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Nanjing 210096, China; Southeast Univ., International Institute for Urban Systems Engineering, Nanjing 210096, China

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