Investigate the bond performance of basalt FRP bars under the effect of severe conditions

This paper aims to evaluate the bond performance of basalt FRP bars under severe conditions such as salts, alkaline, and water. Specimens were tested under direct pull-out tensile load. The specimens were exposed to aggressive solutions at an elevated temperature of 60 °C to accelerate the degradation process. The parameters were the concrete compressive strength (CCS) (25, 45, and 60 MPa), the exposure condition (water, salts, and alkaline), and the exposure duration (30, 60, and 90 days). Seventy-two specimens were investigated in terms of bond strength, failure mechanism, and stress-slippage response. The most detrimental environment was the alkaline environment, while the salt environment had an insignificant effect on the bond strength. After 90 days of conditioning in the alkaline solution, the normalized bond strength had reduced by 17.29%, 12.74%, and 8.72% for specimens of concrete compressive strength (CCS) of 25 MPa, 45 MPa, and 60 MPa, respectively.

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Publication Details

Journal
Scientific Reports
Published
2025-06-20
DOI
https://doi.org/10.1038/s41598-025-04989-z
Citations
2
Primary Topic
Structural Behavior of Reinforced Concrete
Type
article
Field-Weighted Citation Impact
2.01
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article

Investigate the bond performance of basalt FRP bars under the effect of severe conditions

Mahmoud Heshmat, Hany Elshafie, Fareed Elgabbas
2 citations
Scientific Reports
Structural Behavior of Reinforced Concrete
2.01
article

Investigate the bond performance of basalt FRP bars under the effect of severe conditions

Mahmoud Heshmat, Hany Elshafie, Fareed Elgabbas
article en
2 citations

Abstract

This paper aims to evaluate the bond performance of basalt FRP bars under severe conditions such as salts, alkaline, and water. Specimens were tested under direct pull-out tensile load. The specimens were exposed to aggressive solutions at an elevated temperature of 60 °C to accelerate the degradation process. The parameters were the concrete compressive strength (CCS) (25, 45, and 60 MPa), the exposure condition (water, salts, and alkaline), and the exposure duration (30, 60, and 90 days). Seventy-two specimens were investigated in terms of bond strength, failure mechanism, and stress-slippage response. The most detrimental environment was the alkaline environment, while the salt environment had an insignificant effect on the bond strength. After 90 days of conditioning in the alkaline solution, the normalized bond strength had reduced by 17.29%, 12.74%, and 8.72% for specimens of concrete compressive strength (CCS) of 25 MPa, 45 MPa, and 60 MPa, respectively.

Scientific ReportsVol. 15(1)
Ain Shams University (EG)
Clean water and sanitation
Openalex Percentile: Top 14%
Structural Behavior of Reinforced Concrete
2.01
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