Enhancing the Bond Durability of Basalt Fiber Reinforced Polymer Bars Using Basalt-Macro Fiber Reinforced Concrete

Author:

Taha Alaa,Alnahhal Wael,Alnuaimi Nasser

Abstract

This paper presents a study about the bond durability of basalt fiber reinforced polymers (BFRP) bars embedded in concrete incorporating basalt macro fibers (BMF) when conditioned in harsh saline environment at 60 °C. A total of 24 pullout specimens were tested to investigate the influence of concrete type (plain concrete and fiber reinforced concrete) and duration of conditioning (30, 60 and 90 days). The basalt-macro fiber reinforced concrete (FRC) incorporated BMF at 0.5% fiber volume fraction. The BFRP bars used had helically wrapped surface treatment. Moreover, the bond durability was assessed based on bond-slip behaviour, bond degradation, and service life predictions of bond strength retentions after 50 years of service life. The experimental results revealed that BFRP bars embedded in basalt macro FRC showed higher bond stiffness compared to those embedded in plain concrete. Additionally, BFRP bars embedded in basalt macro FRC showed slower bond degradation than their counterparts embedded in plain concrete. Finally, FRC increased the bond strength retentions of BFRP bars based on 50 years’ service life predictions when compared to plain concrete.

Publisher

Qatar University Press

Reference18 articles.

1. 1. ACI Committee 440. (2008). "Specification for Carbon and Glass Fiber-Reinforced Polymer Bar Materials for Concrete Reinforcement," 6.

2. 2. Altalmas, A., El Refai, A., & Abed, F. (2015). "Bond Degradation of Basalt Fiber-Reinforced Polymer (BFRP) Bars Exposed to Accelerated Aging Conditions." Construction and Building Materials, 81, 162-71. doi:10.1016/j.conbuildmat.2015.02.036.

3. 3. ASTM C39/C39M - 20 (2020). "Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens." doi:10.1520/C0039.

4. 4. ASTM D7913 / D7913M - 14 (2020) "Standard Test Method for Bond Strength of Fiber-Reinforced Polymer Matrix Composite Bars to Concrete by Pullout Testing."

5. 5. Attia, K., El Refai, A., & Alnahhal, W. (2020). "Flexural Behavior of Basalt Fiber-Reinforced Concrete Slab Strips with BFRP Bars: Experimental Testing and Numerical Simulation." Journal of Composites for Construction, 24(2): 04020007. doi:10.1061/(ASCE)CC.1943-5614.0001002.

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